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RC-11-539
Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores-Fl, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate Issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type RESIDENTIAL CONSTRUCTION - Bldg. Permit No. RC-3-11-639 Owner JOHN FORBES Contractor TCS CONTRACTING CORP Subdivision/Project NONE Date Issued 12131/2013 NIA SINGLE FAMILY HOME 2010 FLORIDA BUILDING Building Officials Approval Ismael Naranjo, Not Transferable POST IN A CONSPICUOUS PLACE Occupancy Construction Type R-3 Load Square Footage 903 Type Occupancy Description of Work INTERIOR REMODEL & ADDITION Applicable Code Location 304 NE 99 ST Miami Shores FL 33138 NIA SINGLE FAMILY HOME 2010 FLORIDA BUILDING Building Officials Approval Ismael Naranjo, Not Transferable POST IN A CONSPICUOUS PLACE Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 204957 Permit Number: RC- 3- 11-539 Scheduled Inspection Date: December 24, 2013 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Owner: FORBES, JOHN Job Address: 304 NE 99 Street Project: Miami Shores, FL <NONE> Inspection Type. Final Work Classification: Addition /Alteration Phone Number (305)757 -7750 Parcel Number 1132060135600 Contractor: TCS CONTRACTING CORP Phone: (305)756 -8700 rsuuamg ueparunent comments ADDITION TO EXISTING SINGLE FAMILY HOME INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP - 204850. CREATED AS REINSPECTION FOR INSP- 181898. CREATED AS REINSPECTION FOR INSP- 157667. Provide truss, column, and tiebeam inspections. Repair replace all damaged sidewalk. Failed ❑ Repair replace fence. NB nO ACCESS, NO ONE HOME provide cert. for safety glass on enclosure Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 23, 2013 For Inspections please call: (305)762.4949 Page 17 of 21 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 181336 Permit Number: RC -3 -11 -539 Inspection Date: November 07, 2012 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Survey Final Owner: FORBES, JOHN Work Classification: Addition /Alteration Job Address: 304 NE 99 Street Miami Shores, FL Project: <NONE> Phone Number .(306)767-7750 Parcel Number 1132060135600 Contractor: TCS CONTRACTING CORP Phone: (305)756 -8700 Buildino Denartment Comments ADDITION TO EXISTING SINGLE FAMILY HOME Infractio Passed Comments INSPECTOR COMMENTS False �� (2 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 November 07, 2012 Page 1 of 1 �ADrawings1GL10924.dgn 7/1 21201 2 7:52:30 PM BOUNDAR" SURVEY 0 10 20 40 r ' 1 inch = 20 ft. i I N.E. 99th STREET - - - - - - - - - 2O' PAVEMENT 75' R/W L —39. 27 ;rJJ!r PARKWAY �, , JJ• j j,r; / - -100- UQ, 5' SIDEWALK 16.7` I! 1 � r r Jrrrj; jrrrjj I / Y O° Ir ` \� „4h SS 11 1 60.90' c I 14' 0 18,40` o r— i r- i I - i 0' 5.00' 15.70' a 1 x I u_ Cn < Ld I 1.5 q 7.15` 1.0 V Q � M a I > °0 U ' Lu \ Ln I M � m -t G— I Q L Lj J 2' 113 ..._. I _ 6.00' J-81 5 5 r' tti ry Lre2 AG E I � 1v 1 " .8 23.7` 21.9' j6. ' �n 9U °. i C.L.F. I 1111, /00-00 ' J 1 30.00' 1 LEGEND: LEGAL DESCRIPTION A/C =AIR CONDITIONER + BM. = BENCHMARK LOT 11 B, 12 BLOCK 41. OF MIAMI SHORES SECTION 1 AMENDED . ACCORDING TO f (Ll = CALCULATED THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10. AT PAGE 70. OF THE PUBLIC CENTER LINE RECORDS OF DADE COUNTY, FLORIDA. I = CHORD C3G = CONC. d GUTTER CONC. = CONCRETE = DELTA j D.E. = DRAINAGE EASEMENT F.F.E. = FINISH FLOOR ELEVATION F.NSD = FOUND NAIL 6 DISC. F.D.H. = FOUND D i RILL HOLE L = LENGTH I L.A.E. = LIMITED ACCESS EASEMENT CERTIFICATION GF BOUNDR`i SURVEY_. 1 L.M.E. = LAKE MAINTENANCE EASEMENT (M) = MEASURE I HEREBY CERTIFY THAT THIS SURVEY VAS MADE MR MY RESPONSIBLE CHARGE AND TO THE BEST OF MY KNOWLEDGE AND BELIEF; THIS j OfS = OFF.',ET SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY, THE BOARD OF PROFESSIONAL LAND SURVEY(M IN CHAPTER 61G17 -6 = PLAT FLORIDA ADMINIS j(P) PL. = PLANTER TRATIVE CODE PURSUANT TO SECTION 472.027. FLORIDA STATUTES. P.D.B. = POINT OF BEGINING J P.O.C. = POINT OF COMIENCEMENT % P.C.P. = PERMANENT CONTROL POIN ' P.R.M. = PERMANENT REFERENCE MONULIENT R = RADIU' ! I (RI =RECORD I R/b = RIGHT OF WAY JULIO S. PITAr r. ;,' j l.P. = ET IRON PIPE S.1.R. =SET IRON ROD PROFESSIONAL L `'S(` VVEYOR U.E. = UTILITY EASEMENT LICENSE N0. PSM 5789 VSG = VALLEY u GUTTER STATE OF FLORIDA SYMBOL: JSP SURVEYORS, INC. GENERAL NOTES: ld CATCH BASIN LAND SURVEYORS I 1) BASIS OF BEARING: AS PER PLAT (p WATER AFTER LB £971 2) ELEVATIONS SHOWN HEREON ARE RELATIVE TO NATIONAL GEODETIC VERTICAL DATUM(N.G.V.D.) COL.) UTILITY POLE 7805 CORAL WAY. SUITE 116A MIAMI. FLORIDA 33155 .3") LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENTTO THE PROPERTY WERE LIGHT POLE PHONE: (7861 236 -8344 I NOT SECURE AS SUCH INFORMATION WAS NOT REQUEST y1f ED. yY.. FIRE HYDRANT SECTION = 32 -54 -41 COUNTY DADE 4) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED TV I SURVEYOR AND MAPPER. ❑ CABLE Box CERTIFIED TO: .JOHN L. FORBES 1 5) THIS SURVEY IS NOT INTENDED FOR CONSTRUCTION PURPOSES ELECTRIC BOX Gl FNl:ROACHMFNTS AND VIIUATIONS ON SIIRVFY(IF ANY): - OVERHEAD LINE (OH) — CHAIN LINK FENCE (GLEN 304 NE 99 STREET. MIAMI SHORES. FL — — (MOOD FENCE (WFl i — METAL FENCE (W) DATE' 6/28/12 REF; 10-03 -02 Fj~ DEG GI-10924 �ADrawings1GL10924.dgn 7/1 21201 2 7:52:30 PM Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP- 157673 Permit Number: RC- 3- 11-539 Inspection Date: November 07, 2012 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Final PE Certification Owner: FORBES, JOHN Work Classification: Addition /Alteration Job Address: 304 NE 99 Street Miami Shores, FL Project: <NONE> Contractor: TCS CONTRACTING CORP Buildina Deoartment Comments Phone Number (305)757 -7750 Parcel Number 1132060135600 Phone: (305)756 -8700 ADDITION TO EXISTING SINGLE FAMILY HOME Inspector Comments Passedd // Failed El Correction Needed ❑ Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 November 07, 2012 Page 1 of 1 C PMM Consulting Engineers, Corp. P.O. Box 557823, Miami Florida 33255 Tel: 305 - 661 -9918, Fax 305 -675 -2350 July 5, 2012 Building Official Miami Shores Village 10050 NE 2nd Ave Miami Shores, Florida 33138 Project: Address: Contractor: Permit No.: Dear Building Official: Forbes Residence 304 NE 99t' St. TCS Contracting Corp. RC311539 The undersigned Special Inspector performed the required Special Inspections as listed on the attached log, and the inspection reports from the testing laboratories I hereby attest that to the best of my knowledge, belief and professional judgment, the structural components of the above referenced structure are in compliance with the approved plans and other approved permit documents. I also attest to the best of our knowledge, belief and professional judgment, the final approved permit plans represent the as -built condition of the structure. Should you have any questions, or require additional information, please do not hesitate in contacting us. Paul ,/ Wa E. Pre itlent F L ° ,Y' Q\ cc fr�� gill IdWe L i i PMM Consulting Engineers, Core • CA 9135 P.O. Box 557823, Miami Florida 33255 Tel: 305 - 215 -8179 Fax: 305- 675 -2350 SPECIAL INSPECTOR LOG. Project: Forbes Residence Address: 304 NE 99th Street Contractor: ` -05 C ` 4h -Oi W5 dip Permit No.: RC311539 ALL INSPECTIONS PERFORMED BY THE SPECIAL INSPECTOR UNDER THE ABOVE PERMIT MUST BE LOGGED -IN, ON THE SAME DAY OF THE INSPECTION, ON THIS FORM, WHICH MUST BE DISPLAYED IN A CONVENIENT LOCATION ON THE SITE FOR QUICK REFERENCE BY THE BUILDING OFFICIAL. THIS COMPLETED FORM AND THE CERTIFICATE OF COMPLIANCE WILL BE SUBMITTED, UPON COMPLETION OF THE STRUCTURAL WORK, TO THE BUILDING AND ZONING DEPARTMENT AND PRIOR TO THE ISSUANCE OF A CERTIFICATE OF USE AND OCCUPANCY BY THE COUNTY. i Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 181339 Permit Number: RC -3 -11 -539 Inspection Date: November 07, 2012 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Density Owner: FORBES, JOHN Work Classification: Addition /Alteration Job Address: 304 NE 99 Street Miami Shores, FL Phone Number (305)757 -7750 Parcel Number 1132060135600 Project: <NONE> Contractor: TCS CONTRACTING CORP Phone: (305)756 -8700 Buildina Department Comments ADDITION TO EXISTING SINGLE FAMILY HOME Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed E] Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid For Inspections please call: (305)762 -4949 November 07, 2012 Page 1 of 1 'LIENT: TCS Contracting Corp 16649 NE 19TH Avenue North Miami Beach, FL 33162 iT 1 J.' 106.3 Tested by: LARRY DATE: 10.28.2011 PROD No.: #11 -8297 Residential Home Addition 304 NE 99th Street Miami, Florida p12[1['_Tni V'A 1E - - - -- -- -- —FIELD DENSITY TEST ACCORDING TO ASTM METHOD D- 2922 -71- 13.4 TEST No TEST LOCATION PROC N4 LIFT, No.:, ' bRY. DENSITY 1VtOIS. % COMP: RESULT 1 CENTER OF RESIDENTIAL HOME ROOM ADDITION 13872 FINAL 104.6 12.8 98.4 PASS 2 CENTER OF RESIDENTIAL HOME GARAGE 13872 FINAL 103.3 12.9 97.2 PASS 3 CENTER OF RESIDENTIAL HOME PORCH 13872 FINAL 104.1 12.6 97.9 PASS TEST DElPTH (IlV} 12" REQUIREiD PERENTAG aF COMPACT�bN P= PASS F =FAIL FT= FOOTING SG= SUB -GRADE BC =BASE COURSE MH =MAN HOLE Respectfully, sub ' Ghasern Khavanin, P.E. Florida Registration 4 41955 " ♦ d Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP- 157671 Permit Number: RC -3 -11 -539 Inspection Date: November 07, 2012 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: F. Termite Letter Owner: FORBES, JOHN Job Address: 304 NE 99 Street Miami Shores, FL Project: <NONE> Work Classification: Addition /Alteration Phone Number (305)757 -7750 Parcel Number 1132060135600 Contractor: TCS CONTRACTING CORP Phone: (305)756 -8700 Buildina Denartment Comments ADDITION TO EXISTING SINGLE FAMILY HOME Inspector Comments Passed dim- Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid For Inspections please call: (305)762 -4949 November 07, 2012 Page 1 of 1 r ,N'o#ite of Preventative Treatlnenis for Termites (as n gelred by Md" 134ding Cody MM' 1104.2 -6) Low Cost Services Inc. (305).554-0698 Company Name and Tele, phony Numbers 10/28/11 DaN •Ch.orpYrifos product used .75 % Per=t Concentration 304 N.E. 99 St. Miami, Florida. 33138 Addnw of Treatment or i ot)$ b* of?rWaimt 10:00 A.M. That 42.8 % Chlorpvrifos C$emi=l used (acdve hgredWO 1100 Arcs treated (B"re i<eet} Miguel Ramos. Applieator 100 Number ofgattans appRed Liucar feet treated tori zental 8t$ge aftreaiaent ($odwaftl, vertksl, AdjaWi ag Slab, retreat of db wrbea are*) !11k per IOd U — If sou dsemkal banier +a�od for termite prowmt!" is ate, final exterior UlameW shall ba compl+eted prior to final baWhg approvxL If tbb notice is for the final exterior nvatmeat, initial and date (hiss line 10/28/11 New. Construction Subtelonean Termite Soil Treatme* Record P% faint is omplaWd by the flowised Pest Confrd Company. This report is submitted for iftmadonai purposes M the builder on proposed (new) constuWan rases when sod treannent for preva of subterranean termite infestation is speed by the budder. wd itw:L or required by the ler4ar, architect. FHk or VA. AS coftaxn for services are between the Pest Control Operator and budder, unless stated oomwise Section 1: General kdor oration (Tr mft Company tr*mmaon) Company Name: Low Cost Services Inc. c«npanyAddress: P.Q. Box # 65 -0173 CkY Miami, Ste: Fla. Zp: 33265 Company Business Ucerne No.: 959 Company Phone No.: (� 0 S) 554-0698 FFfA/VA Case No. (d any): Serelon 2: Builder Information , CompaW Name: Florida Constractor + Consultant. PhmteNm; (786) 256 -5229 g 3: Property kdonnalion Lot. Block. Location d e(s) Treated (sneer or Loo . M -Raw aw 209 304 N.E. 99 St. Miami Florida, 33183 Type of Construction: ® Slab ❑ Basement Q Crawl ❑ Other (More err am box may be clr ago 12 In. t7trL�� e Oept+ of 1 h T n _ Type of Fit Sand. SeWon 4* Try hWarnwaon Oct f 28, 2011 Dee") of Treatment(s): Brand Name of Product(s) L Chlorpyrifos Pro T.C. EPA Rest Noe: 51036 -122 .05% Appmxknoo Fuca! Mix Solution► %: Approxi raft Sits of Tirso rmnt Area: s¢ c 1100 Linear R: L*teer R of MWWry voice AppF+a moo Tam GMons of Sit AppNed: 100 W138 VGMWt COMplated on CH YES ONO service Agreement Available: ❑ YES ® NO NOW sores SOON /awe Mquffe sereoe agreemards to be Ma xt Tho ftm dose not proem state law. A=dvnerft #jso. Common— This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules (cont. below) Nama&A (s). Adolfo M. Lobato. C60cation No. op Reamw srsrAwLw* 2351 The app r hm used a product in aaaoraw= wo as p u t a label asrr sofa regrwsr Wft AM Arsome mawino &W melriodl um w wep* wm* saw °". •°no's 9 Authored Signature: palm 10128/11 Adolfo M. o a C. WsndrW tom! rN pmeecum %be daises and Cenvicocn MW "wU* ar cfirtl1" aridtar dvil perms Cis u fact. fofa fef� ar Y.S� arar. Fam, AWCA -b TfdS FORf1 MAY NOT BE ALTERED. rams YA.26887li am nu0srms2 aeo oa.ofet. am and law as established by the Florida Dept. of Agriculture and Consumer Serv. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP- 181338 Permit Number: RC -3 -11 -539 Inspection Date: November 07, 2012 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: F. Insulation Certificate Owner: FORBES, JOHN Work Classification: Addition /Alteration Job Address: 304 NE 99 Street Miami Shores, FL Project: <NONE> Contractor: TCS CONTRACTING CORP Ruilrlinn nanartmant Cnmmpnta Phone Number (305)757 -7750 Parcel Number 1132060135600 Phone: (305)756 -8700 ADDITION TO EXISTING SINGLE FAMILY HOME Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed E] Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 November 07, 2012 Page 1 of 1 A INSULATION CERTIFICATE Building Permit Number: RC -3 -11 -539 Project Name: Forbes Residence Project Address: 304 NE 99th Street, Miami Shores, FL 33138 STATEMENT OF COMPLIANCE We the undersigned, hereby certify that the insulation had been installed in the above referenced project in compliance with the latest edition of the Florida Building Code and meets the minimum requirements for R -Value of the Florida Energy Efficiency Code, as follows: 1. Exterior CBS wall have been insulated with a thermal barrier (cavity insulation) with a thickness of .3125 inch according to the manufacture Reflectix will yield an R -Value of 4.1. 2. Ceiling (level) have been insulated with fiberglass blankets to a thickness of 9 % inches according to the manufacture Owens Corning will yield an R -Value of 30. TCS Contractig, Corp. CGC 060131 0 Date certified P.O. BOX 530299 • MIAMI, FL 33153 • TEL 305.75B.6700 • FAX 305.758.6707 www.tcaccorp.com Inspection Worksheet Miami Shores Village M 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP- 157670 Permit Number: RC -3 -11 -539 Inspection Date: November 07, 2012 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: F. Elevation Certificate Owner: FORBES, JOHN Work Classification: Addition /Alteration Job Address: 304 NE 99 Street Miami Shores, FL Phone Number (305)757 -7750 Parcel Number 1132060135600 Project: <NONE> Contractor: TCS CONTRACTING CORP Rididinn nannKmant Cnmmanta Phone: (305)756 -8700 ADDITION TO EXISTING SINGLE FAMILY HOME Inspector Comments Passed O<L;] Failed El Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 November 07, 2012 Page 1 of 1 UA DEPARTMERrOF HOMELAND SECUR(TY Fiat Enmge ncy Management Agency National Food Irateanee Program A2. Aa _._ Aft. Attedl at least 2 ph4logrefft Om Wdkv Wthe Cergli ate Is bei g used o obtain flood insurance. A7. Being 0bgram Number A& Fora bu"Wal vow a wiflu an at`9CtI8d asx ,e Af? For a a) Sgµiluet eeffa>luwtspaosorexrdosere(s) �L>�2csgR a) Sgoarefoougeorattadredgmrage b) NO. ofpermene rd flood gxnk gs Ingo crawlspaea or b) No, of penuarm t.tlood epenbgs in the e vb re(s) Within 1.0 foot above a0ma grade VMiln 1.0 toot above adjacent grade d) T flood []Yes No z 74sq o a) Total net am of flood operdegs In A9 .b ) Engineered boat openings? 0 Yes ELEVATION CERTIFICATE 233474 Important Read the instructions on pages 1-9. SECTION A - PROPERTY INFORMATION Sure, andfor Bldg. No.) or P.O. Route and Box No. OMB NO.1660 -0008 Expb'es Merck 31.2012 33138--" SECTION 1 PB.10, PG.70 > . '-: :: f `sq it NO sqb SEC17CM B - FLOOD INS'uRANi:E RITE MAP (FIRM) INFORMATION IB1. NFlP Coomarrtty Name 8 Commcrdy Nwnlner B2 Ca B3. State MIAMI SHORES/ -DADE Florida 1BC Map/Panet Number BS. SURC S& FIRM bdex 87. FU M Punnet Bit. Flood Bg. Base Flood Elevafon(s) (� 112086CO302 L 9 -11 -09 9 -11 —U9 s) NOT AV ILABLL 61a Indicate to source of On Base Flood Elevellm (BFE) data or base flood depth entered in Item B9 ❑ Fls f Ne ®FM Comuraruity Determined Q Omer (Describe) 811. hWicate ere vellon datum used lion WE In flem Eft ® NG' W 1929 ❑ NAVD 1988 ❑ Omer (Oesptbe) 1312. bs Designation 0 Aa coastal Barrier Resources Syston (CB Or O��wim Protected Area (OPAP Q Yes ® No SECTION C - 13UH-DING ELEVATION INFORMATION (SURVEY REQUIRED) C1. OWkM g elevations are based am ❑ Caniructton Drawings• ❑ Berik6ng under Coraftictioue• ® Fkddied Construction •A new Elevation Certificate wig be MW* ed when constructions of the bui>rflrg is complete. C2. Elevations —Zones Al-". AE. AH. A (vrflh BFE) VE. V1 -V30. V (wM BFE). AR. AR/A. AR/AE. AR/AlAW. AR(AH. AR/AO. Complete hems C2.a -h Benchmark (J i � the sane datum as the BFE .G��" Vecuca117murn is Check the measurement used. a) Top dbotbm floor (Incka re basense: Ws ermbpaee. or enclosure floor) _� � feet fin{ meters (Puerto Rion ayy) b) Top dlhe nod higher Boor �5� feet H meters (Puerlo moo only) Q Bottom of fhe lowest horimrstal strud ral member (V Zones ally) Al feel ❑ meters (Puerto Rico e) Aitaebed 9e (toP orstab) Lowest elevation orn wx*kmy or equTpmerd servicing Me btdkgw ?feet J�oe'G -5rt471 ❑ meters (Puerto Rico only) ❑ (Puerto Rico only) i (Demme type of equipment and location In Cormna ts) l ( grade next o t, *AV (LAG) —/0-00 --/,� ` - d M feet ❑ meters (Puerto Rkoo only) g) Plighedadjeoent ( grade next to b ilkling(HAG) e� J�J feet --,�� ❑meters (Perer[o itlpo only) h) Lowad ad)amd grade at lowest elevation of deck or stabs, kx*m ung sh udurat support N. feet [] nX*m ( Puero Rico only) SECTION D - SURVEYOR, ENGINEER. OR ARCHITECT CER7IFtCAT10N c rus veroac <um a eo pe signed and sealed by a tend surveyor. engkxw ar ard►ftect authorized bylaw o ceetify eteva>i lr&n, attcn. f adifflyfloat the b1brmEglon on this Cw=bWereprowdsnybe4effetistokitaprotgo data av&*d#& lcmdiasYand "anyfaftestalement maybe Prnd & bygm orftW&m?xw wxkrf8U..S Code. Secbbnf00f. 14 Chectc-herelf comments are provided on back of form. Were latitude and brgitude In Section A provided by a licensed land swveyor? MYes ❑ No . FAJARDO LACE SEAL HERE FEMA Form 8131, Mar 09 - See reverse side for continuation. Replaces all previous editions IMPORTANT- In these spaces. coat' the corresponding information from Section A. BuWng Street Address (kxkK&g Apt. Urdt. Suite, and/or Btd9- No)-PO Route and Box hlo. 99TH STREET M AMI • SHORES'. Florid a - 3313 8- ZIPt ode SECTION D - SURVEYOR. ENGINEER. OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) owwrturdiY affwdat (2) kustrance agenVcompany, and (3) buflow owner. Comments �-- o �j'�rlv�rz ✓� o .a...Q SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A LWrMOUr BFE) ForZonos AO and A (mVKM WE). wnVIett3 Mends EI-ES. If the Cerf kale is intended to support a LOMA or LOMR -F request, complete Sections A. B. and C. For Neon E1-E4. use natural grade. gavalable. Check the Measurement used. In Puerto Rico only. enter meters. E1. Provide elevation kdomnation for the MmIng and check the appropriate bones to show whether the elevations above or below the highest; -V; xM grade ( HAG) and the lowest adjacent grade (LAG). a) Top o(botrom floor (inciudirg basement crawlspace. or enclosure) is _ Elfeet Ometers Oabove or Obobw the HAG. b) Top of bottom floor (inducting basernent crawbpace. or endoswe) Is pieet Ek eters Qabove or []below the LAG. E?. For UuMV DbgMm" mM perniarmat fl-A opts provided Items 8 a^4tlrx 9 (see 8-9 of Inskuctions). the next higher floor (elevation C2.b In the dagra rms) of the butidin9 is _ ❑ feet U meters 0 above or below the HAG. E3. Attached gar ge (top of slab) is ❑ feet 0 meters 0 above or ❑ below the HAG. E4. Top of platform of maddnery an br eq *ment servicing the building is _ Q feet ❑ meters 0 above or [] below the HAG. ES. Zone AO only: B no flood depth nu tuber b available. is the top of the bottom floor elevated in accordance with the corrmmniVs floodptafn maaagernent ordnance? ❑ Yes ❑ No ❑ Ur*awwn. The local official mMnt certify Mss k►tarmation In Section G. SECTION F- PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFCATION The property owner or owners authorized representative who completes Sections A. B, and E for Zone A (without a FEM44ssued or commumMy -hued BFE) orZam AO moot sign here. Pbe stateownbla SecdDmA, B amdEare conedto the best ofnWkrx wledge Property Owner's or Owner's Authorized Reprttiva's Name 0 State ZIP Code Sigtrpttve Date Telephone Comnerds ❑ Check k here A 99dwhe9a SECTION G - COMMUNITY INFORMATION (OPTIONAL) The lord otficlaiwtw Is autlrorized by law or ordinance to administer the commurWs floodptain management ordinance can complete Sections A. B. C (or Q. and G of this Sloaticn Cetftficate. Complete the applicable flerr(s) and sign below. Check the measurement used in Items G8 and G9. G1. 0 The k6nuation in Section C was talm from other documentation that has been signed and sealed by a licensed swveyor; engineer, or arm who Is atdhmtmd by law to certify elevation Information. (Indicate the source and date of the elevation data in the Comments area below.) GZ ❑ A cormurdty official completed Section E for a buAdmg located In Zone A (witmut a FEMA-I or c�uxed BFE) or Zone AO. G3. ❑ The fdmNk g Intbanatiol (fleets G4-G8) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Issued G7. This permithas been issuedtor:.13 New Construction ❑ Substantial Improvement GB. Elevation dw.4x fl bwast door (incud V basement) of the bculdM G9. OFE or (in Zone AO) depth of Gooding at the burildkg site G10. Cormntrdtys design flood elevation Local Onk"s Name Title Community Name Telephone SkInattre Date Comments ❑ feet ❑ meters (PR) Dahmn ❑ feet ❑ meters (PR) Datum ❑ feel ❑ meters (PR) Datm ❑ Check here if attachments FEMA Form 81 -31. Mar 09 Re ptaces all previous editions Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit No. p OCT 0 4 2011 Dya., ....,....ad;........ Master Permit No. (_ _ � " I \ — S 3 S FBC 20 Permit Type: U 1ROOFING OWNER: Name ee imple Titleholder): - sbt A �� , Phone #: Address: 3014 Rol Mrl-J City: M Ifor A, 1 State: Zip: 3 l 3 Tenant/Lessee Name: )01 Phone#: Email: JOB ADDRESS: 3o4 61 of SjrAi, � City: Miami Shores County: Miami Dade Zip: 3 3 ) 3 C Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: dirt - -1Ct6— /1t1voc CONTRACTOR: Companty�Name: `IC. S CJ .�r���`7 GJrP- Phone#: Address: &&L c i 1 �L A(/-t L r City: hN L /T 111 State: Zip: 3 3 f D Qualifier Name: 'T1kO'TVV gM. -rj� Phone #: -jD!;- State Certification or Registration #: n� t` (a U 13 1 Certifi ate of Competency #: Contact Phone#: 365- ,1�I P , � +O d1 Email Address: C 2 S L DESIGNER: Architect/Engineer: V /kr h Phone #: 3D_ ', �-� 3� • �� �S' Value of Work for Permit: $ Square/Linear Footage of Work: Type of Work: Addition (]Alteration ONew ORepair/Replace Description of Work: a Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ ,v Double Fee $ Structural Review $ �� - Technology Fee $ TOTAL FEE NOW DUE $ ❑Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS; ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by > day of , 20 _, by , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPROVED BY Plans Examiner Al2 f( Tj� Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk NOTICE OF COMMENCEMENT C FN 201 1 RO591098 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST..INSPECTION OR I? k 27813 F's 2693i t 1 p s ) RECORDED 0?/02/2011 13 :56 :46 j� t_' l HARVEY I UVIN r CLERK OF COURT PERMIT NO.c_! TAX FOLIO NO. MIAMI -DADE GOUNTYr FLORIDA LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI -DADS: THE UNDERSIGNED hereby gives notice that improvements will be nfA property, and In accordance with Chapter 713, Florida Statutes, the folli—g is provided in this Notice of Commencement. it WIT HAJ Ily- 1. Legal description of property and street/address: M 14M i s 40 ee5 fi ' 3014 NE 9q si ,mlRm/ s* COUNTY OF DADE ds is a bue copy ofthe A.D. Space above reserved for use of recording of 4I M P5 10 -1)O LOT 114a &K 2. Description of improvement: Prn -Q tT t) 3. Owners) name and address: .10 t+t J Pr W O L ! t_L i N F0 (0-S CS -1 30 y N L R s ► , m i f} m! s NQ2r� f �L 33i3 Interest in property: 0 w N C RS Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. -C'CS C0N -2(�CT -lm( Li c92P 1 to Ll N f= )2 &E . T-4 fn-i If) I AtFpC14 rL 3 31 �o� 3 V6-- 1),70 1/00 5. Surety. (Payment bond required by owner from contractor, if any) Name, address and phone number Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number S. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signatures) of Owner(s) or Owners)' Authorized Officer/Director/Partner/Manager Prepared By Prepared By . Print Name Print .Name Title/Offied ride /office STATE OF FLORIDA COUNTY OF MIAMiment The foregoing instniment was acknowledged before me this day of By ❑ Individually, or' ' as for PersohallyAhbwn, or @produced °the following type of identifioftn:% N /'1 n n Signature of Notary Public: Print Name: (SEAL) VERIFICA"OiiJN PLIFISHMANT TO SECTION 92325. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated In it are true, to the best of my knowledge and belief. C1auft V Cubillos Commission # DD717923 ExpL -M: W. 23, 2011 NUMLUMBOMMMMI Signature(s) of ers) or ers)'s Authorized Officer/Director/Partner/Manager who signed above: By JD14/t) f By . Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 MAR 2 8 2011 Permit No. C I — ��aq Master Permit No. Permit Type: Ei LDING ROOFING OWNER: Name (Fee Simple Titleholder): Phone #: 309--2S7—'? %SD Address: 340 9 NE 9101 Sri City: n►1 A-P7 1 S 9-(zc5 State: Zip: 3 313'8 Tenant/Lessee Name: Email: 1:70iZ567S (-1 tie-• JOB ADDRESS: 30 Lj U rJL qA -� City: Miami Shores County: Miami Dade Zip: '33 V31? 1? Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: t- � C � n'i'�'� 1 Caro, Phone #: 30 • +Tb � � 0 Address: 166gCt h1a 14 4 Ak City: k t"I State: ��— Zip: 3 31 fa 2 Qualifier Name: T114 4 114 q CJ 41 `llk Phone #: State Certification or Registration #: C CrL- 0 L b 1 -3 1 Certificate of Competency #: Contact Phone #: 3b5,,-+s to . Sap Email Address: S DESIGNER: Architect/Engineer: Bfave hg, k Phone #: FF Val Value of Work for this Permit: $ 1 A ®l D o Square/Linear Footage of Work: b3 Type of Work: XIAddition OAlteration ONew ORepair/Replace ODemolition Submittal Fee $ Permit Fee $ 3WC) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review .n -z • av TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address city State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be de ' d to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencen3w must b poste at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In of ch p sted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 4N,4� Owner or Agent �Y The foregoing instrument was acknowledged before me this �9 day oc , 201, by V N who is personally known to me or who has produced Ac, t NOTARY PUBLIC Sign: Print: s / wmracwr The foregoing instrument was acknowledged before me this day of J , 20 _U by , who is personally known to me or who has produced L As identification and who did take an oath. &taEfiii►r►llll9�e NOTARY 03 %p 'sign: p 9q Print: r gulp }� ',� My Commission Expires: �ji'•, p I10� My Commission NN APPROVED BY 4 ;f1 f � Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06 /10 /2009)(Revised 3/15/09) identification and who did take an oath. •e �v�Jpe 27, N #DD 9fo7n Zoning Clerk r s TCSCO -1 OP ID: JR .4120 C0 w Ili/ . CERTIFICATE OF LIABILITY INSURANCE DATE (MMIOD/YYYY) 09/01/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy((es) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 321- 397 -3870 NCAONMEACT Insurance By Ken Brown, Inc. PO Box 948117 321- 397 -3888 Maitland, FL 32794.8117 David R. Griffiths PHONE FAX A/c No Era). A/c No): E-MAIL ADDRESS. EACH OCCURRENCE INSU 8 AFFORDING COVERAGE NAIC 8 INSURER A:Amerisure Ins Company 19488 $ INSURED TICS Contracting Corp. INSURER B: P.O. Box 630299 Miami, FL 33138 INSURER C: $ INSURER D PRODUCTS - COMPIOP AGG INSURER E: $ INSURER F: LIABILITY X ANY AUTO ALL OWNED SCHEDULED AUTOS NON -OWNED X HIRED AUTOS X AUTOS r_nVFQArFS CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRR TYPE OF INSURANCE L S B POLICY NUMBER MMIDD EFF POLICY LIMA GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS -MADE El OCCUR AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 EACH OCCURRENCE $ DAMAGE O RENTE PREMISES Ea occurrence) $ MED EXP (Any one person) $ PERSONAL 8 ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO LN PRODUCTS - COMPIOP AGG $ $ • LIABILITY X ANY AUTO ALL OWNED SCHEDULED AUTOS NON -OWNED X HIRED AUTOS X AUTOS CA207599800 03/10/11 03110112 ad.LE MIAUTOMOBILE Ea cd.tl $ 1,000,00 BODILY INJURY (Per person) $ BODILY INJURY (Per acddent) $ PROPERTY DAMAGE (Para $ UMBRELLA LIAB LIAB HOCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ _EXCESS DED RETENTION $ $ • WORKERS COMPENSATION AND EMPLOYERS LIABILITY ANY PROPRIETOR/PARTNF_R/EXECUTIVE YIN OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA WC206182102 04/23/11 04/23/12 X TOR LATU- X OER E.L. EACH ACCIDENT $ 500,00 E.L. DISEASE - EA EMPLOYEE $ 500,00 E.L DISEASE - POLICY LIMIT $ 500,00 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space is required) CERTIFICATE HOLDER CANCELLATION MIAMISH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 10050 N.E. 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 ©1988 -2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD EMITS TIMOTHY MWRY TC8 CSNTRAcTnw CORD MM IAMI$ 530299 FL 33153 ESSIONAL REGULATION BOARD (850) 487 -1395 783 ConWfti etionsi with this tense you become one of the nearly one million FWrWh s licensed by the Department of Business and Professional Regulatim. Our pnN kmaleand businesses range from architects to yacht brokers. from boxers to toque resWxants. and they keep Florida's economy strong. Every day we work to improve the way we. do business In order to sow you e as better. For Informal about our services, please log onto www nVW There you can find more Information about our divisions and the regulations that Unped you, subscribe to deparbrwnt newsletters and learn more about the s Our mission at the Dep�martt k; License Efficl�y, Regulate Fairly. We fitly skive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new Itusnsel DETACH HERE ' w � � a ; ) ?!I w ���� acd✓.'�- W F � �i .,p -_.. �., P �1i � Nf } 4a fir' � iL!:"$ .A" 32i.�3lAb'(�ii1r�9✓�a.'Z{ 6' s49.�1E`� %�§ . ta�'F��+ ���' � � i �'' �• `ti� i . a. ' .,.r`A `- �a'�.•! C ,5". �TiIF'.,sf� �`� Erb ,_ e��3rh! f�"�q�a ',.. s�€l ;�i -.„ � �jr�:� I'�y� }� ^��o: "'�.. %'A� sy,�,_�' �" �a �x�a ��a L•`�� .1. F .`r., ®'Aa�'� �4,�bf� y - k,f7e 'y'``r''.'�FS �s.',"_J,d ;t ?,¢x f 't';� �pp;`�^e,';;:s'. ,t.f t t��.°,� T d 1 ;v, }4 {aiF.� q "i.:+, 1, „�,• ic�,��,r'T & $,b'., ig '.d?R: 9 ;,:r. K 7 (. ,4 ' :6 •+�.. vd'p "Pe.. `` } � '' . . :. i` -�'A'k iy �. tit wv'$ `t 3f .wb _.89 .4'Fi ".', ', r � ;d �J. {.tip,; ,. 'L � ' �k-��r �I 4��16'¢'e:. b � Y���'P i i�(i'�Y�•i "•, L t r� �F' �i N 8°..���i '�.s'1 ��,� -�yi i i N.s, ,t � -. ..,� - `�Ps}, ��� t 'b `b�° il�� i- �ax''tp�:p.°t�g+�3"k�}`rd `I,"�„cl-��?'`^ 7'�`p' "•'`�" p $s'�"'y_"�,� '�����°:�4`��p� �:L ' qPP= �k�.�' @•^^,M�lAy�'Ii�L `�L�'' a"4- ' l°. � r I`.° .�/r ����:c1 �b'MO `s. i R"^,Y '��j�s ". �"'°'. i- .fa +.a'•,�"a: It PRODUCER South Beach lnsum= P.O. Box 398119 Miami Beach, Fl. 33239 Phone (305) 532-76M Fox (305) 503-W4 =-- g— - PHONE Dardel §R!Lng Cam W2-7fiZ!I- 18 AUM MSR " WVn PRODUCER POLICY F" POLICY 1� offimmmy" INSURERM RAW 0 INSURED TOS Conbw*V Corp 16MNEIMA" North Mlsml Beach, Fl. 33162 MWRfRA: UNDERWRITERSAT LLOYDS CIF LONDON 0852 INSURERS, 122M 1 EACH OCCURRENCE is PREmises (rz# oomwwms) S 1w,()00.00 ENSURER D: s 5,000.0D PERSONAL & ADV INJURY THIS IS TO CERT" THAT THE POLICIES OF $MRAIME LISTEI)MLOW MVE OEM SWED TO THE MUM WMM ABOVE MR INDICATED. NOTWIT14STANIX14G ANY REQUIRIMMN17 TEW OR COMMION1 OF ANY COMWCTOR OTHER DOCUMMUTMM RESPECT TO "-NCH THIS CERTIFICATE MAY SE ISSUED OR MAY PERTAIN. THE MUM*= AFFOROM W THE POUMS CESCMM 14EPMN IS SUWECT TO ALL THE TENS, EXCLUSIONS AM CONDITIONS OF SUCH POUCIES, 9 T SHOM MAY HAVE BEEN RE=W BY PAD CLqM. MOPMURANCE AUM MSR " WVn S%OLiCYlluffi m. --._. POLICY F" POLICY 1� offimmmy" LMM A GENERAL LIAOMM COMMERCIAL GENERAL LIANLfrY CLAIM"ADE [:] OCCUR y I 122=10 122M 1 EACH OCCURRENCE 9 1,0WAM.00 PREmises (rz# oomwwms) S 1w,()00.00 ME�DEXteff mon s 5,000.0D PERSONAL & ADV INJURY 3 1.00D,000.0D ❑ AGGREGATE 9 z=10=0 OEM AGGREGATE LIMMAPPLIES PER U n�y El All"O' 11 Loc 9L— =;;;�UcTls - qLmEpfiDtAqe s INCLUDE_ D $ . . . ......... AUTOMOBILE LMILM ANYAUTO ❑OWNED AUTO$ ALL LJ SCHEDULED AUTO$ ❑ HIRED AVTOS 11 NOR-OWNEDAUTOS -- 0085 WED SINGLE Umff SOMY NJURY (PDT Ps=n) $ SOMY iNJURY (Pet 8=1dett, S PROPERTY DAMAGE (P-6-hfanti ❑ UMBRELLA LIAR 0 OCCUR n EXCMS L" Cl CLAIM"ADE . ...... . .. . .... . ................ ...... . . ............. . .. .. I -------- - EACH OCCURRENCE $ AGGREOAIE $ DEM)CMLE El REPENT= WORKERS COMPENSATION AND LIABILITY ANY PROPRETORIPARTNEMSCME O"ICERIMEMSER EXCLUDED? watft p w in w") dos M* under 340rnlDN OF OPERATIONS below NIA WO STAIU. [] 0 fARY1099— E.L. EACH AOCWM E.L. DMEASE-r-A EMPLOYE 3 E-L. DWASE - POLICY LN ff 6 ......... . ... . .. . ..... — - — --------- . . .... . ....... . . . ... ..... ............. Dg$CRIPTWHOPOMAYMSILOCATMUSIViMWLW ANNUAL PREMIUM OF $2,012.10 HAS BEEN PAID IN FULL jj . . . ......... V-= I Irlt;A I t: MULUtK Mlaml Shores VOW Buibfnq Dquatment 10050 NS 2nd Avenue Miami Shores, Fl. 33138 REFERENCE: 304 NE 9ft Street DEVELOPMENT ORDER File Number: PZ -3 -10- 2010180 Property Address: 304 NE 99th Street Property Owner /Applicant: John Forbes Address: 304 NE 99th Street, Miami Shores Agent: Pedro Bravo Address: 250 Catalonia Avenue, Suite 403, Coral Gables FL 33134 Whereas, the applicant John Forbes (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Special Approvals, Sections 600 & 523: Site Plan Approval, Sec. 523.1 & Sec. 604: Construction, garage. Whereas, a public hearing was held on May 27, 2009 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Applicant to secure necessary DERM or Department of Health approval for the septic system prior to the issuance of a village building permit. 2) Applicant to obtain all required building permits before beginning work. 3) Applicant to meet all applicable code provisions at the time of permitting. 4) Air Conditioning unit to be place in an area that meets setback and other requirements. Page 1 of 2 DO PZ -4 -10- 2010182 Forbes 5) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 27�" day of May, 2010 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Busta Absent Mr. Reese Yes Mr. Madsen Yes Chairman Fernandez Yes Date Richard M. Fernandez Chairman, Planning Board Page 2 of 2 DO PZ -4 -10- 2010182 Forbes X MA an 1 Rwzk--� fP '� Permit No: 11-539 Job Name: June 28, 2011 Miami shores Village Building Department Building Critique Sheet 2nd 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 All permit applications must be submitted prior to any further review. ) Provide separate permits for Driveway, Fence and gate, gate electrical, Septic system, roof, windows and doors, and demolition. /roof, he plans must identify the level of alteration per FBC Ex. he energy calculations show R-3 for block walls but r -5 is minimum rating. tans must show insulation to be used in all assemblies/walls /ceilings. rovide a statement of foundation desbn bearing capacity. This note conflicts with other otes and does not state the design bearing capacity but the soil bearing capacity. V rovide a special inspector for soil improvement/compaction. rovide a statement of masonry design. rovide a special inspector form for the masonry. ovide truss plans from a specialty engineer. rovide a detail for the required roof boundary/fascia. �(V ) Provide product approvals for all openings that have been reviewed and signed approved by the designer of record. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised ileets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 50-5 -- LM Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: VC- 11-539 DATE: 1-10 - � I • Contractor • Owner architect Picked up 2 sets of plans and (other) �� J Address: 3014 Nf-z 9'1 s4 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: DATE: qz t ❑ Contractor pe—Owner ❑ Architect Picked up 2 sets of plans and (other) QX&U -C 1Icm�S Address: 5OH piL 9q 5 —7 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: JUG 17 2011 RESUBMITTED DATE: PERMIT CLERK INITIAL: $;�� Miami Shores Village .Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ' i' -- Sr" Z Job Name l z- ,- r STRUCTURAL CRITIQUE SHEET � " J Pn a e,,K e, e e (% J� j- 14a0 l ac.> r /- a ^-0 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax (305)758 -8972 Folio Number) 132060135600 Owner's Name: JOHN FORBES Owner's Phone: (305)757 -7750 Job Address: 304 99 Street Total Square Feet: 903 Miami Shores, FL Total Job Valuation: $ 128,000.00 contractor(s) TCS CONTRACTING CORP Phone Primary Contractor (305)919 -7761 Yes Planning and Zoning Criteria and Comments Approved: No Date Denied: 3/28/2011 Comments: REQUIRES PLANNING BOARD REVIEW AND APPROVAL HOUSE REQUIRES A 15 FOOT REAR YARD SETBACK FROM REAR LOT LINE TO ALL POINTS ON THE RESIDENCE. PROPOSED BATHROOM APPEARS TO BE LOCATED 10 FEET FROM THE REAR LOT LINE. IS THE EXISTING GARAGE REMAINING? IT IS NOT ON THE POPOSED SITE PLAN. IF SO THERE IS A 15 FOOT SEPARATION DISTANCE REQUIRED BETWEEN THE GARAGE AND HOUSE. THIS IS ONLY A PRELIMINARY REVIEW. Miami Shores Village Building Department A 10050 N.E.2nd Avenue Miami Shores, Flotida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. & d-63!!7 Job Name �-i PLUMBING CRITIQUE SHEET PMM Consulting Engineers, Corp. P.O. Box 557823, Miami Florida 33255 Tel: 305 - 661 -9918, Fax 305 -675 -2350 MEMORANDUM To: From: Date: Subject: Miami Shores Villa Paul A. Martinez, F May 10, 2011 Forbes Residence 11 -539 Response to Comments Department, Building Dept. Comments 10.- Provide Statement on foundation design.... Please refer to general notes on sheet S -1 where such was provided. 12 Column MC -1.... Please refer to revised column schedule. 16.- Provide the required connection for each truss... ,Please refer to the roof plan where the loads, strap and mailing pattern is provided. Structural Dept. Comments 1.- make a note that all masonry walls to have a 9ga horizontal reinforcing..... Please refer to the Masonry Notes on sheet S -1 where such was provided. 2.- All sections, where slab is supported on the masonry wall.... Done, please refer to revised sections 3.- If wall exceeds 15' height provide..... Done, refer to revised section C /S -4. in r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 165327 Scheduled.lnspection Date: October 17, 2011 Inspector: Bruhn, Norman Owner: FORBES, JOHN Job Address: 304 NE 99 Street Miami Shores, FL Project: <NONE> Contractor: TCS CONTRACTING CORP Building Department Comments ADDITION TO EXISTING SINGLE FAMILY HOME Passed Failed Correction ❑ Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Permit Number: RC -3 -11 -539 Permit Type: Residential Construction Inspection Type: Foundation Work Classification: Addition /Alteration Phone Number (305)757 -7750 Parcel Number 1132060135600 Phone: (305)756 -8700 Inspector Comments CREATED AS REINSPECTION FOR INSP- 165146. CREATED AS REINSPECTION FOR INSP- 165141. CREATED AS REINSPECTION FOR INSP- 157674. Foundation must be formed, soil is not true. Provide approved truss plans prior to the foundation inspection. Provide the soil bearing certificate. Provide compaction test. Stopped insp. NB Provide soil bearing Certificate. NB October 14, 2011 For Inspections please call: (305)762 -4949 Page 28 of 31 US South Engineering & Testing Laboratory, Inc. 14345 Commerce Way, N{iami, fl- 33016 Phone: 305.559.2588 1 Fax: 305.362.4669 October 14, 2011 TCS Contracting Corp 16649 NE 190i Avenue N Miami Beach, FL 33162 Re: Subsurface Investigation and Bearing Capacity Verification Residential Home Addition (Forbes Residence) 304 NE 99th Street Miami Shores, Florida USSE Project No. 11 -8297 Dear Sir/Madam: As per your request and authorization, representatives of U.S. South Engineering and Testing Lab., Inc., performed standard soil penetration boring test and compaction tests at the above referenced project. The testing took place on September 29, 2011 and October 13, 2011. Based on our observations, explorations, and evaluations supplemented by a review of subsoil profiles developed from engineering standard Cone Penetrometer and compaction tests, it is our professional opinion that the existing soil bearing capacity in the area where the test was taken, can and will support the require bearing capacity for the proposed structure on the conventional shallow foundation is proportioned for an allowable bearing stress not to exceed 2500 psf (pounds per square foot) or less based on total loads. U.S. South Engineering and Testing Laboratory, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or comments, please do not hesitate to contact the undersigned. Respectfully submitted, U.S. -SOUTH , Engineerin'g.QandFTesting X ab., Inc. Ghasem Khavanin, P.E.*41955 Q 0-ZP Project Engineer Cc. File copy US South Engineering & Testing Laboratory, Inc. 14345 Commerce Way, Miami, !~L33016 Phone: 305.558.25681 ax: 305.312.4669 October 14, 2011 TCS Contracting Corp 16649 NE 19th Avenue N Miami Beach, Florida 33162 Re: Subsurface Investigation and Soil Bearing Capacity Verification Residential Home Addition (Forbes Residence) 304 NE 99t` Street Miami Shores, Florida 33138 USSE Project Number: 11 -8297 Dear Sir/Madam: Representatives of U.S. South Engineering and Testing Lab., Inc. have performed geotechnical explorations for the above reference site. The purpose of these explorations is to obtain subsurface conditions in order to provide site preparations and foundation design recommendations to support the proposed residential home addition. This report presents our findings and recommendations. Project Information To explore the subsurface soil strata within proposed improvement sites, our personnel performed one (1) standard penetration boring tests to the depth of eighteen (18') feet. Representatives of U.S. South Engineering and Testing Lab., Inc. observed present site conditions at the time during our field exploration. The existing ground surface elevations at the boring/test locations were not determined and we consider being at the elevation zero. Subsurface Exploration/General Subsurface Conditions SUBSURFACE SOIL EXPLORATION The sub - surface conditions at the site were explored with one (1) standard penetration boring tests which the testing services took place on October 13, 2011. The result of the classification and stratification are shown on pages entitled Soil Standard Penetration Test Results in this report. It should be noted that soil conditions may vary between soil boring and the stratum interfaces which are shown. The soil standard penetration data reflects information from the specific test location only. Our personnel using paced and taped measurement from the boundary lines established the field test locations. The boring locations, as shown on the field exploration plan, were taken in the areas that were accessible and should be considered approximate. GROUNDWATER The groundwater level measured at the standard penetration test standard penetration locations at the time of drilling was approximately seven to eight (7' to 8') feet below the existing ground surface. Fluctuation in the observed groundwater levels should be expected due to seasonal climatic changes. Analysis and Recommendations GEOTECHNICAL SITE SUITABILITY Based on a review of subsoil profiles developed from the engineering standard penetration test boring's we recommend the site suitable for designed construction with improvements. Before undergoing development, preparations need to be made including removal & clearing of any unwanted organic material (If any), topsoils, or construction debris. After removal, follow preparations with compactive testing as required to a minimum of 95% of the dry density value obtained from the Modified Proctor Test -- ASTM D -1557. For each lift of the fill brought in to raise the site to its desired elevation. Sub -grade preparation, fill placement ad foundation construction should be completed in accordance with the recommendations presented in this report. FOUNDATION DESIGN After the proposed areas have been prepared in accordance with the foundation preparation recommendations noted at the end of the report, the site should be suitable for supporting the proposed structures on a conventional shallow foundation. The shallow foundations must bear on the surface of natural lime rock formation. We recommend that the footings be designed using an allowable bearing stress of 2500 pounds per square foot, or less based on total loads. To provide an adequate safety factor against shearing failure in the sub soils, the bottoms of conventional spread footings should be based not less than sixteen (16 ") inches below final grades. We recommend a minimum width of sixteen (16) inches for continuous footings and thirty-six (3611) inches for individual footings, even though the soil bearing pressure may not be fully developed in all cases. (Foundation to be designed by a professional structural engineer and the size shall be recommended by the same engineer.) FOUNDATION SETTLEMENT Shallow foundations designed and constructed in accordance with the recommendations of this report are estimated to sustain a maximum total settlement in the approximate range of 0_6 to 1_3 inches, which correspond to the lightest and heaviest column loading, respectively. Settlement of the foundations will occur as an elastic response of the soil to the building loads applied. In this case, nearly all of the settlement of the foundations due to dead loads is expected to take place during construction. The portion of the settlement due to the live load of the structure will generally take place soon after the first application of this load. Differential settlement between adjacent foundations should be approximately one -half of the total settlement. Distortions that occur along the wall footings due to differential settlement should not to be more than I in 500. FLOOR SLAB It is our opinion that the floor slab system may be constructed as a slab on grades. We recommend that a vapor barrier be placed between the soil and the concrete. We also recommend that the top & bottom reinforcing steel be placed for tensile support in the ground floor slab. SITE PREPARATION Our observations, explorations, and evaluation supplemented by a review of subsoil profiles developed from the soil engineering standard penetration tests boring indicated that the subsoil conditions at the site are capable of providing support of shallow spread footing. In addition, we recommend the following foundation preparation is needed to reduce excessive settlements to acceptable engineering standards: 1) Locate each individual building area plus five (5') feet outside the foot print of the building pad and remove the top existing organic materials, grass, roots, weeds, construction debris and all other obstructions (if any) resting on/and protruding under the building area to the depth of the natural rock. NOTE: Sometimes the depth of the existing materials, which should be removed, will vary to some degree. Some localized areas may require more than other section of stripping to remove the significant organic and/or top soils materials, whereas other areas may require less. 2) Fill material shall consist of the mixture of lime rock and lime sand (with the largest dimension not greater than three (3 ") inches), and placed in lifts not greater than twelve (12 ") inches of loose thickness. The material, in general, shall be compacted by heavy vibratory roller to a minimum of 95% of the dry density value obtained from the Modified Proctor testing -- ASTM D -1557 unless noted. NOTE: Prior to commencing compaction, the moisture content of the fill material shall be adjusted to within plus /minus two (2 %) percent of the optimum moisture determined by ASTM D -1557; by so wetting or drying the fill material, the amount of compactive energy required to attain compaction is minimized. Attempted compaction of fill material which is more than 5 percent below or three (3 %) percent above optimum moisture will generally yield unsatisfactory results. (NOTE: adding moisture after compaction has no effect upon the compaction test results.) 3) Verify all densification procedures by taking one (1) field density test probing twelve (12 ") inches into the underlying soils for every 2000 square feet but shall not be less than three (3) tests per lift of fill material, one (1) field test for every fifty (50) LF for the trench area and one (1) test for every column pad (if any). FILL PLACEMENT& BACKFILL REOUIREMENT All fill material will be free of organic matter, debris, or clay balls, with a maximum size not exceeding 3 inches. Structural fill will also have a Plastic Index of less than 20, a Liquid Limit of less than 40, and a maximum fine content (passing the 200 sieve) of 40 percent. Granular, uniformly graded material with a maximum aggregate size of 0.5 inch may be used for pipe bedding. Structural fill will be compacted to at least 95 percent of the maximum dry density as determined by American Society for Testing and Materials (ASTM) D 1557 when used for raising the grade throughout the site, below footings or mats, or for rough grading. Fill placed behind retaining structures may be compacted to 90 percent of the maximum dry density as determined by ASTM D 1557. Initially, structural fill will be placed in lifts not exceeding 6- inches loose thickness. Thicker lifts may be used pursuant to approval based on results of field compaction performance. The moisture content of all compacted fill will fall within 2 percentage points of the optimum moisture content measured by ASTM D 1557, The fill material which may requires to bring the site level to the desired elevation, should be placed in lifts not greater than twelve (12 ") inches thick, and each lift will be compacted by a heavy vibratory roller to a minimum of 95% of the dry density value obtained from the Modified Proctor Test -- ASTM D- 1557.Fill should consist of stabilized lime rock, free of rubble, organic, clay, marl, debris and other unsuitable materials. The fill should be tested and approved prior to acquisition and placement. Verify all densification procedures by taking one (1) field density test probing twelve (12 ") inches into the underlying soils for every 2000 square feet of compacted surface but will not are less than three (3) tests per lift of fill material, one (1) field test for every fifty (50) LF for the trench area and one (1) tests for every column pad (if any). FOUNDATION CONSTRUCTION Following proposed construction as discussed above, the foundation area should be excavated and the footings formed. As mentioned previously, the foundations should be based on stabilized lime sand and lime rock back fill material formation. The excavation bottom should be inspected a Geotechnical engineer form this office to verify the integrity of the lime rock and lime sand. If pockets of loose or soft soils or solution features in the form of slots or chimneys are found in the carbonate rock formation, they should be excavated to a depth of three (3) times the feature width or diameter and backfilled with lean concrete. GROUNDWATER CONDITIONS We do not anticipate groundwater control for foundation construction excavations less than three (3) feet at this site. If required due to heavy rainfall conditions or temporarily perched water, pumping from sumps located in ditches or pits can probably control groundwater. LIMITATIONS The findings and recommendations provided in this report are based on our soil boring data and information collected from the test boring locations. Uniformity of soil strata in the immediate vicinity may be assumed, however, it is not guaranteed, and this office assumes no responsibility of areas other than those where the subsoil investigation was made and reported herein. Experienced geotechnical personnel should observe and document the construction procedures used and the conditions encountered. Unanticipated conditions and inadequate procedures should be reported to the design team along with timely recommendation to solve the problem. We recommend that the owner retain U.S. South Engineering and Testing Lab., Inc. to provide these services based on our familiarity with the project, the subsurface conditions, and the intent of recommendations and design. The information presented in this report is intended for the exclusive use of TCS Contracting Corp., and/or theirs assign, U.S. South Engineering and Testing Laboratory, Inc. will not be responsible for conclusions, opinions, or recommendations made by others based on data presented herein. If deviations from the noted conditions are encountered during remedial application, they should be brought to U.S. South Engineering and Testing Laboratory, Inc.'s attention. General Informadon The contractor should exercise due care during performance of the vibratory compaction work. If conditions are encountered which are not consistent with the findings presented in this report, or if proposed construction is moved from the location investigated, this office will be notified immediately so that the condition or change can be evaluated and appropriate action taken. Attached is a copy of our full report for your review. U.S. South Engineering and Testing Laboratory, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or comments, please do not hesitate to contact the undersigned. Respectfully submitted, U.S. SOUTH Engineering and Testing Lab., Inc. Ghasem Kh waniu. , Y.E. # 41955 Project Manager Re: Subsurface Investigation and Soil Bearing Capacity Verification Residential Home Addition 304 NE 99`s Street Miami Shores, Florida 33138 USSE Project Number: 11 -8297 SOIL STANDARD PENETRATION TEST RESULTS The penetration testing and soil sampling are accomplished simultaneously using procedures in general accordance with ASTM D -1586, the Standard Penetration Test (SPT). A 2 -inch O.D. by 1.4 inch I.D. split -spoon samplers is driven with a 140 pounds hammer falling 30 inches. The number of hammer blows required to drive the sampler is recorded on the borehole logs, which are shown as Soil Standard Penetration Test Results. Where possible, the sampler is driven 24 inches, with the hammer blows being recorded for each of four 6 -inch intervals. The "Penetration Resistance" or "N" value is the sum of the blows recorded for the second and third six -inch intervals. This value is widely accepted by geotechnical engineer as an indication of the relative density and strength of the soil being sampled. V. U.S. SOUTH ENGINEERING & TESTING LAB., INC. 14347 Commerce Way, Miami - Lakes, FL 33016 TEL: (305) 558 -2588 FAX: (305) 362 -4669 TEST BORING REPORT Client: TCS Contracting Corp Order No. 11 -8297 Project: Residential Home Addition Forbes Residence Report No. 11 -8297 Site Address 304 NE 99th Street, Miami Shores, Florida Hole No. 01 Test Location Southwest corner of residential home addition Start date 10.13.2011 Driller: Jhoni & Alex Finish date 10.13.2011 DEPTH DESCRIPTION SAMPLE NO AMMER OW ON "N ' REMARK Test Depth (ft) 1 01 0" to 6" Dark brown fine silica sand with some organic root from top soil S-1 8 6 12 0-2 6" to 4' Light coarse clean silica sand 02 6 7 03 S -2 5 6 13 2 -4 04 7 g 05 4' to 8' Dark tan to light tan coarse silica sand with some natural stone rock fragments S-3 6 5 11 4-6 06 6 6 07 S -4 6 5 10 1 6 -8 08 5 7 Water Table 7'9" 09 8' to 18' Light coarse clean silica sand with traces of natural sand stone fragments S-5 4 4 9 8-10 10 5 7 11 S-6 5 6 11 10-12 12 5 4 13 S -7 3 4 9 12 -14 14 5 7 15 S-8 5 6 12 14-16 16 6 j 4 17 S-9 5 7 15 16 -18 18 8 9 19 Boring terminated @ 18' S -10 18 -20 20 21 S -11 20 -22 * * *As further protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. * ** US South Engineering & Testing Laboratory, Inc. 14345 Commerce Way, Miami, FL 33016 Phone: 30 5.5 58.25 88 1 F a x: 305.362.4669 Tested by: Larry DATE: 09.29.2011 PROJ No.: #11-8297 REPORT OF FIELD DENSITY TEST (SOIL COMPACTION) TCS Contracting Corp PROJECT: Residential Home Addition 16649 NE 19TH Avenue 304 NE 99th Street North Miami Beach, Fl- 33162 Miami, Florida ..... .. ... ... ............ . ..... FIELD DENSITY TEST ACCORDING TO ASTM METHOD D-2922-71 P= PASS F=FAIL FT=FOOTING SG=SUB-GRADE BC=BASE COURSE Nffi=MAN HOLE Respectfully subm►lled, O Gha;em Khawinin,-Pk c,>/ If -.# Florida Registration ?f 4.1"3 iProject No.: 11-8297 Date: 09.28.2011 !Client No.: 11-8297 Tested By: Larry :Project Name: Residential Home Addition Project Location: 304 NE 99th Street Project City & State: Miami, Florida Method: D-1557 Proctor No.: 13839 Max. Dry Density: 106.8 PSF Optimum Moisture: 13.4 Natural Moisture: % Soil Description: Light brown to dark brown silica sand ■ 00000000000001000000 ®000 ®800000000000080111 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 166815 Permit Number: RC- 3- 11-539 Inspection Date: November 17 2011 Permit Type: Residential Construction Inspector: BrahnrWer"en O Inspection Type: Spot Survey Owner: FORBES, JOHN Work Classification: Addition /Alteration Job Address: 304 NE 99 Street Miami Shores, FL Phone Number (305)757 -7750 Parcel Number 1132060135600 Project: <NONE> Contractor: TCS CONTRACTING CORP Phone: (305)756 -8700 Buildina Department Comments ADDITION TO EXISTING SINGLE FAMILY HOME Inspector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 November 17, 2011 Page 1 of 1 0 10 20 40 1 inch = 20 ft. R =25.00 ' L= 39.27-' 416=9011K4 00 "00 r� I Li W` I < t I LEGEND: A/C = AIR CONDITIONER BM. = BENCHMARK (C) = LALCULATED C = CENTER LINE $1t 'CHORD [&G = CONC. & GUTTER CONC. = CONCRETE = DELTA 6.E. = DRAINAGE EASEMENT F.F.E. = FINISH FLOOR ELEVATION F.NBD. = FOUND NAIL & OISC. F.U.H. = FOUNU D RILL HOLE L = LENGTH L.A.E. = LIMITED ACCESS EASEMENT L.M.E. = LAKE MAINTENANCE EASEMENT (M) = MEASURE 0/S = OFFSET (P) = PLAT PL. = PLANTER P.O.R. =POINT OF BEGININ& P.O.C. = POINT OF COMMENCEMENT P.C.F. = PERMANENT CONTROL POIN P.R.M. = PERMANENT REFERENCE MONUMENT R = RADIUS {R) =RECORD R/W = RIGHT OF BAY S.I.P. = SET IRON PIPE .R. = SET IRON ROD U.E. = UTILITY EASEMENT V &G = VALLEY 3 CUTTER z W a a. BOUNDARY '-SURVEY �i III ya 3 Q a . L,+ l n J w4 47 SYMBOL: 15.25' 21.3' 9U" CATCH BASIN 11 BASIS OF BEARING: AS PER PLAT 30.00' N. E, 99th 'STREET 20' PAVEMENT 75' R/W 60.90' y 10o. {)0 5' SIDEWALK 1i 14' 18.40' 0 u� 23' PARKWAY o 16.7' ~ Q V 1= IJ 15.70' .. Q Ar J a °c + 7.15' r un rZ v ' C N ti N —4. A' 6.8 UNDER CONSTRUTION 120.65' 23.8' .- L- - - -- � ITC, If -1 i1 Lo C.L.F. 100-00' Cl) cn Uj N A D W p z m m Z O Z D < Im G FT1 0 m d �q z 3 Cn + ,v[J1 r n O CD SS f > S N E5 �u > w t� C> r C n 4 mm C v > z D r � t� z w L� I v'. W W ra 23.0' J J •eC t 5.00' 6.00' I v v Q A r LEGAL DESCRIPTION LOT 11 & 12 . BLOCK 41. OF MIAMI =HORES SECTION I AMENDED . ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10. AT PACE 70. OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. CERTIFICATION OF BOUNDR••t SURVEY: I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPON',IBLE CHARGE AND TO THE BEST OF MY KNOWLEOq AND BELIEF; THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61617 -6 FLORIDA ADMINIS TRATIbE CODE PURSLiANI TO SECTION 47E.027. FLORIDA STATURES. rl J +j JULIO S. PITH�/ PROFESSIONAL LhX 965 EXQR LICENSE NO. PSM 5789 STATE OF FLORIDA ...�generW \GL10924.dgn 11/17/20119:43:01 AM SYMBOL: GENERAL NOTES: . 1l CATCH BASIN 1) BASIS OF BEARING: AS PER PLAT (Z) MATER NIETER 2) ELEVATIONS SHOWN HEREON ARE RELATIVE TO NATIONAL GEODETIC VERTICAL DATUMIN.G.V.D.) �'li> UTILITY POLE 3) LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENTTO THE PROPERTY WERE 1Y> LIGHT POLE NOT SECURE AS SUCH INFORMATION WAS NOT REDUEST FIRE HYDRANT y 4U NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED ® CABLE BOX SURVEYOR AND MAPPER. 5) THIS SURVEY IS NOT INTENDED FOR CONSTRUCTION PURPOSES (p ELECTRIC BOX 6) ENCROACHMENTS AND VIOLATIONS ON SURVEY(IF ANYI: — - OVERHEAD LINE {OHl — — CHAIN LINK FENCE (CLF - WOOD FENCE (WF) — METAL FENCE IMFI ...�generW \GL10924.dgn 11/17/20119:43:01 AM .- s qw. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 171553 Scheduled Inspection Date: March 28, 2012 Inspector: Rodriguez, Jorge Owner: FORBES, JOHN Job Address: 304 NE 99 Street Miami Shores, FL Project: <NONE> Permit Number: RC -3 -11 -539 Permit Type: Residential Construction Inspection Type: Framing Work Classification: Addition /Alteration Phone Number (305)757 -7750 Parcel Number 1132060135600 Contractor: TCS CONTRACTING CORP Phone: (305)756 -8700 L95s]fi]k IAiIf -] ADDITION TO EXISTING SINGLE FAMILY HOME No Additional Inspections can be scheduled until re- inspection fee is paid. March 27, 2012 For Inspections please call: (305)762 -4949 Page 18 of 21 Inspector Comments Passed %' CREATED AS REINSPECTION FOR INSP- 171201. CREATED AS REINSPECTION FOR INSP- 171000. CREATED AS REINSPECTION FOR INSP- 157675. NEED TO REMOVE OLD PLASTER IN KITCHEN. SEAL ALL PENETRATIONS, MUST HAVE ENG. DETAILS ON INTERIOR TIE BEAM. Failed JR 3/7/2012 03/15/2012 - ENG DETAILS DO NOT MATCH WORK DONE. AND SKETCH IS NOT SEALED. Correction SEAL PENETRATIONS ALL OVER. Needed ❑ KITCHEN MISSING FIRE STOP.JR 03/27/2012 - NOT READY. Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 27, 2012 For Inspections please call: (305)762 -4949 Page 18 of 21 0 1 �fyrl Nc" V CA -,)2l A 0 11-1-1 Y, I Ic Q173cl Aq pol:);)qD QlE(j Xq pielnoleD SH33NION3 m AR m SNuinSNO3 I.. • I 4 . I L Ito fL 7 Project Page IL Calculated by — LO Date fiz Checked by 4FI c I I , 14 LA Date *10 It bo W Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 184756 Scheduled Inspection Date: February 04, 2013 Inspector: Bruhn, Norman Owner: FORBES, JOHN Job Address: 304 NE 99 Street Miami Shores, FL Project <NONE> Permit Number: RC -3 -11 -539 Permit Type: Residential Construction Inspection Type: Truss Insp Work Classification: Addition /Alteration Phone Number (305)757 -7750 Parcel Number 1132060135600 Contractor: TCS CONTRACTING CORP Phone: (305)756 -8700 comments ADDITION TO EXISTING SINGLE FAMILY HOME INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 182774. CREATED AS REINSPECTION FOR INSP- 168199. CREATED AS REINSPECTION FOR r INSP - 167984. CREATED AS REINSPECTION FOR INSP- 157679. Not Ready. NB Failed Not Ready NB Access to trusses is required. Provide engineer letter of inspection. NB Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 01, 2013 For Inspections please call: (305)762 -4949 Page 25 of 45 PMM Consulting Engineers, Corp. P.O. Box 557823, Miami Florida 33255 Tel: 305 -661 -9918, Fax 305 - 675 -2350 January 23, 2013 Building Official Miami Shores Village 10050 NE 2nd Ave Miami Shores, Florida 33138 Project: Address: Contractor: Permit No.: Dear Building Official: Forbes Residence 304 NE 99th St. TCS Contracting Corp. RC311539 The undersigned Special Inspector performed the required Special Inspections of the roof trusses. I hereby attest that to the best of my knowledge, belief and professional judgment, the installation of such trusses of the above referenced structure are in compliance with the approved plans and other approved permit documents. Should you have any questions, or require additional information, in contacting us. P���9�ea�a�ae9s`Y, oltrs truly9 V i Paul A,Mar6nez, P.E. -President, please do not hesitate Miami shores Village Building Department AUG 2 2 2011 10050 N.E.2nd Avenue Miami Shores, Florida 33138 e."L Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by �q 4 (4 IC�E�i✓� to perform special inspector services under the �I r $uilding Code at the project on the below listed structures as of �1 (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: ac_ I d — 739 • SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) • SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note; Only the marked boxes apply. The following individual(s) em toyed by this firm or me are authorized representatives to perform inspection 1. 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized rep ntati is lifie education or licensure to perform the duties assigned by the Special Inspector. The qualifications s 1 Ii ure a professional engineer or architect; graduation from an engineering education program in civil or stru ine g; g ation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. 1, (we) will notify Miami Shores Village Building Department of any changes regarding rfo ng inspection services. clip I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All.mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in s tantial accordance with the approved plans. S 7gd and bale Engineer /Architect ���� Name (PMM 1W j :. Address DATE: ']_ , .t f I I Phone No. Created on 6/10/2009 r-- i FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: ADDITION TO JOHN L FORBES & LILLIAN CLAVERI Bulkier Name: Street: 304 NE 99 STREET Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHORES, FL, 33138- Permit Number: Owner: JOHN FORBES & LILLIAN CLAVERIA Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing F_)Mng (Projected 9. Wall Types Insulation Area 2. Single family or multiple family Single- family a. Concrete Block - Int Insul, Exterior R=5.0 736.00 ft2 b. NIA R= fiz 3. Number of units, if multiple family 1 c. NIA R= ftz 4. Number of Bedrooms 1 d. NIA R= fr 5. Is this a worst case? No 10. Calling Types Insulation Area 6. Conditioned floor area (ft2) 881 a. Under Attic (Vented) R =30.0 721.00 ftz b. Cathedral/Single Assembly (Vented) R =19.0 160.00 ft2 7. Windows Description Area c. NIA R= ft' a. U- Factor: Sgl, U =1.30 86.97 fig SHGC: SHGC�.75 11. Ducts b. U-Facto N/A iP a. Sup: Attic Rot: Interior AH: Interior Sup. R= 6, 220 fr SHGC: 12. Cooling systems c. U- Factor: WA fta a. Central Unit Cap: 23.8 kBtu/hr SHGC: SEER: 14 d. U- Factor: NIA ft2 13. Heating systems SHGC: a. Electric Strip Heat Cap: 17.0 kBtu/hr e. U- Factor: N/A fts COP:1 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap:1 gallons a. Slab -On -Grade Edge Insulation R=0.0 881.00 fP EF: 0.97 b. N/A R= ft2 b. Conservation features c. NIA R= ft2 None 15. Credits Pstat Total As -Built Modified Loads: 25.01 Glass/Floor Area: 0.099 PASS Total Baseline Loads: 30.76 I hereby certify that the plans and specifications covered by Review of the plans and O1 8i` this calculation are in compliance with the Florida Energy specifications covered by this calculation indicates compliance Code. with the Florida Energy Code. tD PREPARED BY: DATE: ' (f Before construction is completed' this building will be inspected for compliance with Section 553.908 ..... I hereby certify that is building, as designed, is in compliance Florida Statutes.,' �Qi) with the Florida En gy Code. WE OWNER/AGENT' BUILDING OFFICIAL: DATE: DATE: 7/15/2011 1:04 PM Ene;WGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: ADDITION TO JOHN L FORB Bedrooms: 1 Adress Type: Building Type: FLAsBuM Conditioned Area: 881 Lot # Owner: JOHN FORBES & LILLIAN CL Total Stories: 1 SubDivision: # of Units: 1 Worst Cane: No PlatBoolc Buffer Name: Rotate Angle: 0 Street: 304 NE 99 STREET Permit Office: MIAMI SHORES Cross Ventilation: No County: MIAMI -DADE Jurisdiction: 232800 Whole House Fan: No City, State, Zip: MIAMI SHORES, Family Type: Single -family FL, 33138 - New /Exdsting: Comment: Existing (Projected) CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI_INTL AP 1 51 90 75 70 149.5 56 Low FLOORS # Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulation 92 It 0 881 ft2 0 0 1 ROOF / Roof Gable Roof Solar Dank v # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Barrel file 908 ft2 0 fI2 Dark 0.96 No 0 14 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Partial cathedral cedB Vented 300 881 ft2 N N CEILING # Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 721 ft2 02 Wood 2 Cathedral/Single Assembly (Vented) 19 160 fta 0.11 Wood WALLS Cavity Sheathing Framing Solar # Ornt Adjacent To Wall Type R -Value Area _R-Value Fraction Absor. 1 S Exterior Concrete Block - Int Insul 5 256 ftZ 2 0 0.3 2 E Exterior Concrete Block - Int Insul 5 224 fta 2 0 0.3 3 W Exterior Concrete Block - Int Insul 5 256 ft= 2 0 0.3 DOORS # Omt Door Type Storms U -Value Area 1 S Wood None 0.2 0.1 fta WINDOWS Orientation shown is the entered, asBuilt orientation. / V # Omt Frame Panes Overhang NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 2 3 4 5 S Metal Single (Clear) W Metal Single (Clear) W Metal Single (Clear) W Metal Single (Clear) E Metal Single (Clear) Yes 1.3 0.75 N 17.70833 0 it 6 in 10 ft 0 in HERS 2006 Yes 1.3 0.75 N 33.33333 20 It 0 In 9 ft 0 in HERS 2006 Yes 1.3 0.75 N 17.35416 1 it 0 in 5 ft 0 in HERS 2006 Yes 1.3 0.75 N 14.23611 1 ft 0 In 5 ft 0 in HERS 2006 Yes 1.3 0.75 N 4.340277 0 It 0 in 0 it 0 In HERS 2006 None None None None None INFILTRATION & VENTING Method SLA — Forced Ventilation — Run Time CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 832 7.08 45.7 85.9 0 cfm 0 cfm 0 0 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit Spilt SEER: 14 23.8 kBtu/hr 714 cfm 0.7 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Duds 1 Electric Strip Heat None COP:1 17 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.97 1 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None itz DUCTS / V # — Supply — Location R -Value Area — Retum — Air Percent Location Area Leakage Type Handler CFM 25 Leakage ON RLF 1 Attic 6 220 ft2 Interior 44 ftZ Default Leakage Interior (Default) c (Default) % TEMPERATURES Programable Thermostat: Y C[eilil�ing Fans: H nag Jaan n X Feb 7C Mar XX LxJ Jun ( Jul [X] [X] Aug A� X� CXl N Oct Oct N ov Nov PQ Dec Dec Venting Jan [L�x1l Feb [[�X]] Mar 1t�xJJ Apr [XI l�J Jun [x1 Jul [XI Aug [xl �P 7( Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM PM 78 80 78 80 78 78 78 78 78 78 78 78 78 78 78 78 80 78 80 78 80 78 80 78 Coo" (WEH) Pm 78 78 78 78 78 78 78 78 78 8 78 8 Heating (WD) AM PM 66 68 66 68 66 68 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 Heating (WEH) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 304 NE 99 STREET PERMIT M MIAMI SHORES, FL, 33138- INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHEC Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm /s .ft. window area; .5 ofm/sq.ft. door area. Exterior & Adjacent Walls N1106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windowstdoors & frames, surrounding wall; foundation & wall sole or sill plate; joints Swimming Pools & Spas N1112.AB.2.3 between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between wails and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the Shower heads N1112.AB.2.4 top plate. Floors N1106.AB.1.2.2 Penetrations /openings > 1/8" sealed unless backed by truss or Air Distribution Systems N1110.AB joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor, HVAC Controls N1107.AB.2 around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. each system. EXCEPTION: Frame ceilings where a continuous infiltration barrier N1104.AB.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both is installed that is sealed at the perimeter, at penetrations and N1102.13.1.1 sides. Common ceiling & floors R -11. seams. Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -sto Houses N1106.AB.1.2.5 Air barrier on erimeter of floor ca ' between floors. — — Additional Infiltration refits N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES tmust be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. Extemal or built -in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both N1102.13.1.1 sides. Common ceiling & floors R -11. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 81 The lower the EnergyPerformance Index, the more efficient the home. 304 NE 99 STREET, MIAMI SHORES, FL, 33138- 1. Now construction or existing Existing (Projected 9. Wall Types insulation Area 2. Single family or multiple family Single - family a. Concrete Block - Int Insul, Exterior R=5.0 736.00 ft2 b. NIA R= ft2 3. Number of units, if multiple family 1 c. WA R= ft2 4. Number of Bedrooms 1 d. WA R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (it) 2) 881 a. Under Attic (Vented) R =30.0 721.00 ft2 b. Cathedral/Single Assembly (Vented) R =19.0 160.00 ft2 7. Windows" Description Area c. WA R= ft2 a. U- Factor: SgI, U =1.30 86.97 ft2 SH SHGC: SHGC�.75 SHGC: 11. Duch b. r WA ft2 a. Sup: Attic Rot: Interior AH: Interior Sup. R= 6,22D f12 SHGC: 12. Cooling systems c. U- Factor. WA ft2 a. Central Unit Cap: 23.8 kBtulhr SHGC: SEER: 14 d. U- Factor. WA ft2 13. Heating systems SHGC: a. EIec-Mc Strip Heat Cap: 17.0 kBtuthr e. U- Factor WA W COP: 1 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap:1 gallons a. Slab -On -Grade Edge Insulation R=0.0 881.00 11F EF: 0.97 b. WA R= ft2 b. Conservation features c. WA R= ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Department of Community Affairs at (850) 487 -1824. Date: City/FL Zip: WF **Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section 82.1.1 of Appendix G of the Florida Building Code, Residential, If not DEFAULT. EnergyGauge® USA - FlaRes2008 Residential System Sizing Calculation Summary Project Title: Code Only 304 NE 99 STREET ADDITION JOHN L FORBES & LILLIAN CLAVERIA Professional Version MIAMI SHORES, FL 33138- Climate: South 711 R111711 Location for weather data: Miami -Defaults: Latitude(25) Altitude(11 ft.) Temp Range(L) Load Humid' data: Interior RH 50% Outdoor wet bulb 7 Humidity difference 5 r. Btuh wall total Winter design temperature 50 F Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heatina load calculation 8582 13tuh Total cooling load calculation 21489 Btuh Submitted heating capacity % of talc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip) 198.1 17000 Sensible (SHR = 0.70) 108.1 16660 cfm 0 Btuh Latent 117.4 7140 8582 Btuh Latent gain(ducts) Total 110.8 23800 WINTER CALCULATIONS Winfar Naafinn I marl /fnr AA1 "M Load component Load Window total 87 sgft 2209 Btuh wall total 736 sgft 2006 Btuh Door total 0 sgft 0 Btuh Ceiling total 881 sgft 620 Btuh Floor total 92 sgft 2171 Btuh Infiltration 72 cfm 1576 Btuh Duct loss 0 Btuh Subtotal 8582 Stuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 8582 Btuh tr SUMMER CALCULATIONS Cummor r`-nniinn i and (fnr AA1 cnf l Load component Load Window total 87 sgft 6369 Btuh Wall total 736 sgft 1936 Btuh Door total 0 sgft 0 Btuh Ceiling total 881 sgft 1022 Btuh Floor total 0 Btuh Infiltration 38 cfm 620 Btuh Internal gain 460 Btuh Duct gain 0 Btuh Sens. Ventilation 0 elm 0 Btuh Total sensible gain 15407 Btuh Latent gain(ducts) 0 Btuh Latent gain(infiltration) 1482 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemaVoccupants /other) 4600 Btuh Total latent gain 6082 Btuh TOTAL HEAT GAIN 21489 Btuh a,let vvamns%) Version 8 PREPARED Br. For Florida resitlerica only f 1 z':>; waowspa%) 0 System Sizing Calculations - Summer Residential Load - Whole House Component Details Project Title: Code Only 304 NE 99 STREET ADDITION JOHN L FORBES & LILLIAN CLAVERIA Professional Version MIAMI SHORES, FL 33138- Climate: South Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F 7/1512011 Windows July excursion for System IS2 2884 Btuh Excursion Subtotal: 2884 Btuh Duct load 0 Btuh Sensible Excursion Load 2884 Btuh Type* Overhang Window Area(sqft) HTM Load Window Pn/SHGCIU/Inshaxshns Ornt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 1, Clear, 127, S-M, N,H S 0.5ft. 10ft. 17.7 0.0 17.7 24 27 475 Btuh 2 1, Clear, 1.27, B-M, N,H W 2011. 911. 33.3 33.3 0.0 24 62 809 Btuh 3 1, Clear, 127, B-M, N,H W ift. 511. 17.4 0.3 17.0 24 62 1056 Btuh 4 1, Clear, 1.27, B-M, N,H W Ift. 511. 14.2 0.0 14.2 24 62 877 Btuh 5 1, Clear, 127, B-M, N,H E Oft. Oft. 4.3 0.0 4.3 24 62 267 Btuh Window Total 87 (sqft) 3485 Btuh Walls Type R-ValueAJ-Value Area(sqft) HTM Load I Concrete Bk - Ed 5.00.14 736.0 2-6 1936 Btuh Wall Total 736 (sqft) 1936 Btuh Ceilings Type/Color/Surface R-Value Area(sqft) HTM Load 1 Single Assembly/DarlOwbrane 19.0 160.0 1.5 241 Btuh 2 Vented A#WDerkTHe 30.0 721.0 1.1 781 Btuh Ceiling Total 881 (sqft) 1022 Btuh Floors Type R-Value Size HTM Load I Slab On Grade 0.0 92 (ft(p)) 0.0 0 Btuh Floor Total 92.0 (sqft) 0 Btuh Zone Envelope Subtotal: 6442 Btuh Infiltration Type ACH Volume(cuft) wall area(sqft) CFM= Load SensUehlahual 0.32 7048 736 37.6 620 Btuh Internal Occupants Btuh/occupant Appliance Load gain 2 X 230 + 0 460 Btuh Sensible Envelope Load: 7522 Btuh Duct load Average sealed, Supply(R6.0-Cond.), Retum(R6.0-Cond) (DGM of 0.000) 0 Btuh Sensible Zone Load 7522 Stuh EMTgyGauge@ FLRCPB V4.5 page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Code Only 304 NE 99 STREET ADDITION JOHN L FORBES & LILLIAN CLAVERIA Professional Version MIAMI SHORES, FL 33138- Climate: South 7/15/2011 1. Central Unit # 23800 Btuh -Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of gds as SHGC numerical value or as clear or tint) (U - Window U -Factor or'DEF for default) (InSh - interior shading devices: none(N), BlInds(B), Draperias(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Half(H)) (Omt - compass orientation) EnergyGauge@ FLRCPB v4.5 Page 2 Sensible Envelope Load All Zones 10407 Btuh Sensible Duct Load 0 Btuh Total Sensible Zone Loads 10407 Btuh Sensible ventilation 0 Btuh Blower 5000 Btuh Whole House Total sensible gain 15407 Btuh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) 1482 Btuh Latent ventilation gain 0 Btuh Latent duct gain 0 Btuh Latent occupant gain (2 people cC 200 Btuh per person) 400 Btuh Latent other gain 4200 Btuh Latent total gain 6082 Btuh 1. Central Unit # 23800 Btuh -Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of gds as SHGC numerical value or as clear or tint) (U - Window U -Factor or'DEF for default) (InSh - interior shading devices: none(N), BlInds(B), Draperias(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Half(H)) (Omt - compass orientation) EnergyGauge@ FLRCPB v4.5 Page 2 System Sizing Calculations - Winter Residential Load - Whole House Component Details Project Title: Code Only 304 NE 99 STREET ADDITION JOHN L FORBES & LILLIAN CLAVERIA Professional Version MIAMI SHORES, FL 33138- Climate: South Reference City: Miami (Defaults) Winter Temperature Difference: 20.0 F 7/15/2011 Window Panes/SHGC/Frame/U Orientation Area ft X HTM= Load 1 1, Clear, Metal, 1.27 S 17.7 25.4 450 Btuh 2 1, Clear, Metal, 1.27 W 33.3 25.4 847 Btuh 3 1, Clear, Metal, 1.27 W 17.4 25.4 441 Btuh 4 1, Clear, Metal, 1.27 W 14.2 25.4 362 Btuh 5 1, Clear, Metal, 1.27 E 4.3 25.4 110 Btuh Window Total 87 ft 2209 Btuh Walls Type R -Value Area X HTM= Load 1 Concrete Blk, - Ext(0.14) 5.0 736 2.7 2006 Btuh Wall Total 736 2006 Btuh Ceilings Type /Color /Surface R -Value Area X HTM= Load 1 Single Assembly/D/Memb 19.0 160 1.0 161 Btuh 2 Vented Attic/l3/Tile 30.0 721 0.6 459 Btuh Ceilina Total 881 62013tuh Floors Type R -Value Size X HTM= Load 1 Slab On Grade 0 92.0 ft(p) 23.6 2171 Btuh Floor Total 92 2171 Btuh Zone Envelope Subtotal: 7006 Btuh Infiltration Type ACH X Volume(cuft) walls(sgft) CFM= Natural 0.61 7048 736 71.7 1576 Btuh Ductioad Average sealed, Supply(R6.0- Cond.), Retum(R6.0- Conc(pLM of 0.000) 0 Btuh Zone #1 Sensible Zone Subtotal 8582 Btuh EnergyGauge® FLRCPB v4.5 Page 1 Subtotal Sensible 8582 Btuh Ventilation Sensible 0 Btuh Total Btuh Loss 8582 Btuh EnergyGauge® FLRCPB v4.5 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: Code Only 304 NE 99 STREET ADDITION JOHN L FORBES & LILLIAN CLAVERIA Professional Version MIAMI SHORES, FL 33138- Climate: South 711512011 1. Electric Strip Tl-7000 Btuh W. Windows types (SHGC - Shading ooeff!cW of glass as SHGC numerical value or as clear or tint) (Frarne tfim - metal, wood or insulated metal) (U - Window 1.1-Factor or'DEF for default) (HTM - ManuaU Heat Transfer Multilger) Key: Floor stze (penrnater(p) for slab-on -grade or area for all other floor Was ) Version 8 For Florida residences only EnwgyGauge® FLRCPB v4.5 Page 2 PMM Consulting Engineers, Corp. CA 9135 P.O. Box Florida 33255 Tel: 305 -661 -9918 Fax: Structural Calculations For Forbes Residence 10017 00 -29 -10 C b, Paul Martinez, PE Fl Prof. Reg. 42650 Pages PMM Consulting Engineers, Corp. CA 9135 P Florida 33255 Project: Forbes Residence Project No.: 10017 Desi4n Parameters • Florida Building Code, 2007 Edition, HVHZ • Wind (House Addition, Garage) • ASCE 7 -05 • Wind Velocity 146 MPH • Category Il • Exposure C • Importance 1.0 • Kd 1.0 • Kz 0.85 • GCpi 0.18 (Enclosed Structures) • GCpi 0.55 (Partially Enclosed Structures) • Kd 1.0 Tel: 305 -661 -9918 Fax: • Concrete Strength at 28 days -3000 PSI • Reinforcing - 60,000 PSI • Structural Steel Pipes and Square/Rectangular Sections: • Round Sections ASTM A500, Grade C - 46,000 PSI • Square/Rectangular Sections ASTM A500, Grade B - 46,000 PSI • Headed Studs ASTM A108 • Wood - Fb 1,200 PSI • Masonry - Fm 1,500 PSI (F'c= 1900PSI) • Design Loads o Roof Loads • Live Load 30 PSF • Dead Load 20 PSF • System Load 5 PSF • Presumptive Soil Bearing Capacity - 2000 PSF tp] Project Name: Forbes Location: Miami Shores Start Date: 6/21/2010 Comments: ..1Projects12010 \10017 Forbes (Bravo)\wind.wis Forbes Local Information Wind Dir. I Exposure 1 C 2 C 3 C 4 C Basic Wind Speed: 146 mph Topography: None Optional Factors This project uses load combinations from sources other than in ASCE 7 Section 2. June 23, 2010 ?' ASCE7 -05 Wind Loads on Structures 2005 —[1.10] Copyright © 2000 SDG, Inc. Page 1 of 7 Forbes Section - Main Section Enclosure Classification: Enclosed Building Category: II 3 June 23, 2010 ASCE7 -05 Wall Length(ft) Overhang(ft) 1 40.0 0.0 2 25.33 0.0 3 40.0 0.0 Top W2 4 25.33 0.0 Eave Height: 9 ft W1 A � B W3 Parapet Height: 0 ft Parapet Enclosure: Solid W4 Roof Shape: Gabled Front Rig Roof Slope(:12) A &B 6.0 Aft ' B = - -_ B W11 W4 f W4I W3 WW2 Wind Loads on Structures 2005 — [1.10] Copyright © 2000 SDG, Inc. Page 2 of 7 Forbes June 23, 2010 ASCE7 -05 Composite Drawing v 4 Wind Loads on Structures 2005 — [1.10] Copyright © 2000 SDG, Inc. 1 3; 3 Page 3 of 7 Forbes Components and Cladding Input June 23, 2010 ASCE7 -05 Component Description Wall/Roof Surface Label Zone Span(ft) -F ft) Area(sgft) Wall Master Wall 1 4 9.2 4.0 36.68 Wall Garage Wall 1 4 11.2 2.7 41.58963 Truss Master Roof A (All) 23.5 2.0 184.0833 Truss Garage Roof A (All) 25.3 2.0 213.8696 WA(T) Wall 1 (All) 2.0 4.0 8 W -A Wall 1 (All) 4.0 4.0 16 W -B Wall 1 (All) 3.0 4.0 12 W -C Wall 1 (Ali) 2.0 2.0 4 W -D(T) Wall 1 (All) 1.0 2.0 2 W -D Wail 1 (All) 4.0 2.0 8 D-1, D -2 Wail 1 (All) 8.0 2.5 21.33333 D -8 Wall 1 (All) 8.0 9.0 72 Wind Loads on Structures 2005 — [1.10] Copyright 0 2000 SDG, Inc. Page 4 of 7 Forbes June 23, 2010 C) ASCE7 -05 Components and Cladding Output Component Description Surface Zone z(ft) q(psf) GCp I GCpi ExtPres(psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) Wall Master 1 4 12.2 46.3 0.90 0.18 41.7 33.3 50.0 5 12.2 46.3 -1.00 -46.3 -54.6 -38.0 Wall Garage 1 4 12.2 46.3 0.89 0.18 41.2 32.9 49.5 W -A 1 4 12.2 46.3 -0.99 0.18 -45.8 -54.2 -37.5 Truss Master A 1 12.2 46.3 0.30 0.18 13.9 5.6 22.2 5 12.2 46.3 -0.80 -37.0 -45.4 -28.7 2 12.2 46.3 0.30 13.9 5.6 22.2 W -B 1 4 12.2 46.3 -1.20 0.18 -55.6 -63.9 -47.2 3 12.2 46.3 0.30 13.9 5.6 22.2 5 12.2 46.3 -2.00 -92.6 -100.9 -84.3 Truss Garage A 1 12.2 46.3 0.30 0.18 13.9 5.6 22.2 W -C 1 4 12.2 46.3 -0.80 0.18 -37.0 -45.4 -28.7 2 12.2 46.3 0.30 13.9 5.6 22.2 12.2 46.3 -1.20 -55.6 - 63.9 -47.2 3 12.2 46.3 0.30 13.9 5.6 22.2 12.2 46.3 -2.00 -92.6 -100.9 -84.3 W -A(T) 1 4 12.2 46.3 1.00 0.18 46.3 38.0 54.6 12.2 46.3 -1.10 -50.9 -59.3 -42.6 5 12.2 46.3 1.00 46.3 38.0 54.6 12.2 46.3 -1.40 -64.8 -73.2 -56.5 W -A 1 4 12.2 46.3 0.96 0.18 44.4 36.1 52.8 12.2 46.3 -1.06 -49.1 -57.4 -40.7 5 12.2 46.3 0.96 44.4 36.1 52.8 12.2 46.3 -1.33 - 61.6 -69.9 -53.2 W -B 1 4 12.2 46.3 0.99 0.18 45.8 37.5 54.2 12.2 46.3 -1.09 -50.5 -58.8 -42.1 5 12.2 46.3 0.99 45.8 37.5 54.2 12.2 46.3 -1.37 -63.4 -71.8 -55.1 W -C 1 4 12.2 46.3 1.00 0.18 46.3 38.0 54.6 Wind Loads on Structures 2005 - [1.10] Copyright 0 2000 SDG, Inc. Page 5 of 7 x Forbes June 23, 2010 U, ASCE7 -05 Components and Cladding Output Component Description I Surface fZone I z(ft) I q(psf) I GCp I GCpi I ExtPres(psf) I Net w/ +GCpi (psf) I Net w/ -GCpi (psf) W -C 1 4 12.2 46.3 -1.10 0.18 -50.9 -59.3 -42.6 5 12.2 46.3 1.00 46.3 38.0 54.6 12.2 46.3 -1.40 -64.8 -73.2 -56.5 W -D(T) 1 4 12.2 46.3 1.00 0.18 46.3 38.0 54.6 122 46.3 -1.10 -50.9 -59.3 -42.6 5 12.2 46.3 1.00 46.3 38.0 54.6 12.2 46.3 -1.40 -64.8 -73.2 -56.5 W -D 1 4 12.2 46.3 1.00 0.18 46.3 38.0 54.6 12.2 46.3 -1.10 -50.9 -59.3 -42.6 5 12.2 46.3 1.00 46.3 38.0 54.6 12.2 46.3 -1.40 -64.8 -73.2 -56.5 D -1, D -2 1 4 12.2 46.3 0.94 0.18 43.5 35.2 51.9 12.2 46.3 -1.04 -48.2 -56.5 -39.8 5 12.2 46.3 0.94 43.5 35.2 51.9 12.2 46.3 -1.28 -59.3 -67.6 -50.9 D-8 1 4 12.2 46.3 0.85 0.18 39.4 31.0 47.7 12.2 46.3 -0.95 -44.0 -52.3 -35.7 5 12.2 46.3 0.85 39.4 31.0 47.7 12.2 46.3 -1.10 -50.9 -59.3 -42.6 Wind Loads on Structures 2005 -[1.10] Copyright © 2000 SDG, Inc. Page 6 of 7 r. Forbes June 23, 2010 ASCE7 -05 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 # Surface I z (ft) Iq (psf) IG I Cp I GCpi I Ext Pres (psf)I Net w/ +GCpi (psoI Net w/ -GCpi (psf)� 1 Windward Wall 9.0 46.3 0.89 0.80 0.18 33.0 24.6 41.3 2 Side Wall 12.2 46.3 -0.70 -28.8 -37.2 -20.5 3 Leeward Wall 12.2 46.3 0.89 -0.500.18 -20.6 -28.9 -12.3 4 Side Wall 12.2 46.3 0.89 -0.700.18 -28.8 -37.2 -20.5 A Windward Roof 12.2 46.3 0.89 0.21 0.18 8.7 0.3 17.0 12.2 46.3 -0.26 -10.7 -19.0 -2.4 B Leeward Roof 12.2 46.3 0.89 -0.600.18 -24.7 -33.1 -16.4 This is load case 1 in ASCE 7 -05 Figure 6-9. See Figure 6 -9 for other cases. Wind Loads on Structures 2005 - [1.10] Copyright U 2000 SDG, Inc. Page 7 of 7 June 22, 2010 ASCE7 -05 Components and Cladding Input ,omponent Description Wall/Roof I Surface Label I Zone I Span(ft) I Width(ft) Area(sgft) Truss Garage Roof A (All) 25.3 2.0 213.8696 ;runs walkway Roof A (All) 12.7 2.0 53.50963 Y r' Wind Loads on Structures 2005 — [1.10] Copyright 0 2000 SDG, Inc. Page 1 of 2 June 22, 2010 ASCE7 -05 Components and Cladding Output Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) Truss Garage A 1 12.2 46.3 0.30 0.55 13.9 -11.6 39.4 12.2 46.3 -0.80 -37.0 -62.5 -11.6 2 12.2 46.3 0.30 13.9 -11.6 39.4 12.2 46.3 -1.20 -55.6 -81.0 -30.1 3 12.2 46.3 0.30 13.9 -11.6 39.4 12.2 46.3 -2.00 -92.6 -118.1 -67.1 truss walkway A 1 12.2 46.3 0.35 0.55 16.2 -9.3 41.7 12.2 46.3 -0.83 -38.4 -63.9 -13.0 2 12.2 46.3 0.35 16.2 -9.3 41.7 12.2 46.3 -1.34 -62.0 -87.5 -36.6 3 12.2 46.3 0.35 16.2 -9.3 41.7 12.2 46.3 -2.16 -100.0 -125.5 -74.5 Wind Loads on Structures 2005 -[1.10] Copyright © 2000 SDG, Inc. Page 2 of 2 �_ ;_ �.+ 6 __,_._ a ,_ k _� ,� A �F �. 9moes... 6 TABLE 29 4 RECOMMENDED SHEAR (POUNDS PER FOOT). HORIZONTAL APA PAKU DIAPHRAGM WITH 32 Cr FRAMING OF 0WIN.O: SEISMIC LOAD" I- .1 °;04. 2 moo" ?Wphq!!n UnbkW" Diaphrogras 5000-ft-cft-4 at bauii� (01.1 Avt corffinuous red-104s Nails Spaced 6" mac. at Supported EdgesM p: parp to lood.( Casn 3 & 4), .. . .... . 125 and of an panel ado" (Cases 5 & 6) (b) 210 Mitliftum 6 4 2-VIN c Vrm W 2. Width of Nab spa" r of 14motV4116n. %rw Oraming other ponet edges t4 b ftw (Cam 1,1 Common I. wdw�m Member 1,2,3&4) ParvelGrode MAVio' Cme I (No unblodcod edges or All other continuous configurations Wt* paraw (cam 2, 3, to load) 4, 5 & 6) 9moes... 6 6 4 3 32 Cr . .. I- .1 °;04. 2 185 .250 375 420 .... ...... 165 .. . .... . 125 3 210 280 420 475 185 140 APA STRUCTURAL I 8d. I-T-12 2 270 360 530 600 240 186 3 300 400 600, 675 265 200 9moes... TOO: 32 Cr . .. .................. . 640 73Q . ..... . ...... - 26 5 -720 826 320 M. 335 380 ISO '190 25f1 380 430 170 -3 2 T$S 250. 375 420 165 3 210 200 420 475 185 PATED 34 2 240 320 4.80 545, 215 APA RAM 3 270 30 -0 54 61 -0 240 ROW -.1-1/2 255 340 505 575, 230 295 380 '570 645 255 APA 270 360 530 600 240 300 40ti 600 675 265 Group 5 2 290 385 575 655. ;M 4 -30 450 73.5* 290 . ..... ...... ....... .2 320 425 640 730 285 3 360 480 720 820 320 M on 40W.SpoiI3 - + ++ + +++. (b) Space nosh ftodi"? (6 in. o.c whan,sv * fpw* c 110 125 :10 170 190 z 190 215 215 240 W (01 Fr "" at adioW � panel edges sWl be 3-in. nominal or wider, As' nN = 009ser2where I Od nails having penstrotion into fra#Znqdof mve than 1--AM indus are qKmed 3 indhes ox. (e) $d k rewmmended minimum for ropfs due to negative pressures of NOW- ON* for :diaphragm stresses depends on direction of continuous P"I 14*ft reference fo food, not on direct of lo el of a mension ows framing may be in eMw+ direction forr9acked diapivooms. Project I Page ` P M M CONSULTING Calculated by to Date 4 ENGINEERS Checked by Date t t 4 .n I Y 4 A 2�5 Project Page CONSULTING Calculated by Date P M M ENGINEERS Checked by Date 13��LL Al Dc '0 � 7. 1+4 rf, m t. kj tic -�a_. _ �..; _ � r .. � _. d � _. '__ �' �� � � ,� �._._....�.,�o.�..._�..� � .��..� _ . �.:,m...__,.,P_�_.. Title : Job # e3 Dsgnr: Date: 12:33PM, 23 JUN 10 f� Description Scope: Description Forbes - Garage General Information Code Ref: ACI 530-02 Wall Height 11.00 ft Seismic Factor 0.3300 fm 1,500.0 psi Parapet Height 0.00 ft Calc of Em = fm • 900.00 Fs 24,000.0 psi Duration Factor 1.330 Special Inspection Thickness 8.0 in Wall Wt Mutt. 1.000 Grout @ Reber Only Reber Size 5 Normal Weight Block Reber Spacing 32 in Equivalent Depth to Reber 3.810 in @ Center Solid Thickness 4.900 in Loads Uniform Load ConcentrIcAxial Load Wind Load 54.600 psf Dead Load 0.000 #/ft Dead Load 0.000 #/ft Live Load 0.000 #/ft Live Load 0.000 #/ft Load Eccentricity 0.000 in Roof Load Roof Load Design Values E 1,350,000 psi Rebar Area 0.116 in2 np 0.05462 j 0.90654 n: Es / Em 21.481 Radius of Gyration 2.487 in k 0.28038 2 / kj 7.86864 Wall Weight 58.000 psf Moment of inertia 363.660 in4 Max Allow Axial Stress = 0.25 fm (1- (h/140r)A2) * Spinsp 321.10 psi Allow Masonry Bending Stress = 0.33 fm * Spinsp = 495.00 psi Allow Steel Bending Stress = 24,000.00 psi Load Combination & Stress Details Summary Axial Bending Stresses Axial Moment Load Sal Masonry Compression Top of Wall in-# ibs psi psi psi DL + LL 0.0 0.0 0.0 0.0 0.00 DL + LL +Wind 0.0 0.0 0.0 0.0 0.00 DL + LL + Seismic 0.0 0.0 0.0 0.0 0.00 Between Base & Top of Wall DL + LL 0.0 319.0 0.0 0.0 5.43 DL + LL +Wind 9,909.9 319.0 24,681.1 447.6 5.43 DL + LL + Seismic 3,473.9 319.0 8,651.9 156.9 5.43 11.00ft high wall with 0.00ft parapet, Normal Block w/ 8.00in wall w/ #5 bars at 32.00ino.c. at center Max. Bending Compressive Stress ......... 453.07 OK Allowable .................... 658.35 OK Max. Axial Only Compressive Stress ......... 5.43 psi Allowable .......... 321.10 OK Max Steel Bending Stress .............. 24,681.06 psi Allowable .......... 31,920.00 OK Final Loads & Moments Wall Weight moment @ Mid Ht 319.00 Ibs Wind Moment @ Mid Ht 9,909.90 in-# Seismic Moment @ Mid Ht 3,473.91 In-# Dead Load Moment @ Top of Wall 0.00 in-# Dead Load Moment @ Mid Ht 0.00 in-# Total Dead Load 0.00 Ibs Total Live Load 0.00 Ibs Live Load Moment @ Top of Wall 0.00 in-# UveLoad Moment @ Mid Ht 0.00 in-# Maximum Allow Moment for Applied Axial Load = 9,636.44 in-# Maximum Allow Axial Load for Applied Moment = 18,880.56 Ibs ' Title: Job # 9 Dsgnr: Date: 12:33PM, 23 JUN 16 Description Description General Information Parapet Height Thickness Rebar Size Rebar Spacing Depth to Rebar Loads - master tsearoom 0.00 ft Cale of Em = fm Wind Load 54.600 psf Duration Factor 8.0 in Wall Wt Mult. 5 Live Load 0.000 #/ft 48 in 0.000 #!ft 3.810 in @ Center Scope: 900.00 Fs 1.330 Special Inspection 1.000 Grout @ Rebar Only Normal Weight Block Equivalent Solid Thickness Uniform Load Concentric Axial Load Wind Load 54.600 psf Dead Load 0.000 #/ft Dead Load 0.000 #/ft Live Load 0.000 #/ft Live Load 0.000 #!ft Load Eccentricity 0.000 in Roof Load Roof Load Design Values E 1,350,000 psi Rebar Area 0.078in2 np 0.03641 j 0.92137 n: Es / Em 21.481 Radius of Gyration 2.535 in k 0.23590 2 / kj 9.20187 Wail Weight 55.000 psf Moment of Inertia 354.810 in4 Max Allow Axial Stress = 0.25 fm (1- (h/140r) "2) * Spinsp 340.28 psi Allow Masonry Bending Stress = 0.33 fm * Spinsp = 495.00 psi Allow Steel Bending Stress = 24,000.00 psi l Load Combination & Stress Details Summary Axial Bending Stresses Axial Moment Load steel Masonry Compression Top of Wall in-# Ibs psi psi psi DL + LL 0.0 0.0 0.0 0.0 0.00 DL + LL + Wind 0.0 0.0 0.0 0.0 0.00 DL + LL + Seismic 0.0 0.0 0.0 0.0 0.00 Between Base S Top of Wall DL + LL 0.0 247.5 0.0 0.0 4.48 DL + LL + Wind 6,633.9 247.5 24,3842 350.4 4.48 DL + LL + Seismic 2,205.2 247.5 8,105.7 116.5 4.48 9.00ft high wall with 0.00ft parapet, Normal Block w/ 8.00in wall w/ #5 bars at 48.00ino.c. at center Max. Bending Compressive Stress ......... 354.92 OK Allowable .................... 658.35 OK Max. Axial Only Compressive Stress ......... 4.48 psi Allowable .......... 340.28 OK Max Steel Bending Stress .............. 24,384.23 psi Allowable .......... 31,920.00 OK ,R v Title: Dsgnr: Description Scope: Masonry Wall Design Description Forbes - Master Bedroom ( P Y +t Job Date: 12:33PM, 23 JUN 10/ ,r Page 2 Final Loads & Moments -- Wall Weight moment @ Mid Ht 247.50 Ibs Wind Moment @ Mid Ht 6,633.90 in-# Seismic Moment @ Mid Ht 2,205.23 in-# Dead Load Moment @ Top of Wail 0.00 in-# Dead Load Moment @ Mid Ht 0.00 in-# Total Dead Load 0.00 lbs Total Live Load 0.00 Ibs Live Load Moment @ Top of Wall 0.00 in-# LiveLoad Moment @ Mid Ht 0.00 in-# Maximum Allow Moment for Applied Axial Load = 6,529.37 in-# Maximum Allow Axial Load for Applied Moment = 18,783.52 Ibs COUIt 1 i BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive, Nokomis, M. 34275 ON i�mlll NIIAMI DADE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING AUG 2 2 20 V0 wEsl' FLAGLER STREET, SUITE 160:1 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and A ORA) to be used in Miami Dade County and other area where allowed by the Authority Having J ' This NOA shall not be v e date stated below. The Maim Dade County Product Control Division (In Miami Dade the (in areas other than Miami Dade County) reserve the right to have this product or s f surance purposes, H this product or material fails to perform in the accepted manner, ftiffffie expense of such testing and the AHJ may immediately revoke, modify, or sus or material within their jurisdiction. BORA reserves the right to revoke this acceptan i by ' -Dade County Product Control Division that this product or material fails to meet the a ble building code. This product is approved as described herein, an as been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone, DESCRIPTION: Series "FD -101" Out wing Aluminum French Doorm/ -Side APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: I. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or O (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: 'Maw Dade County Product Control Approved ",.unless- other -wisonoted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. - TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by_ the expiration date may be displayed in advertising literature. N any portion of the NOA is displayed, then it shall ` be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors' and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. . The submitted documentation was reviewed by Ishaq I. Chanda, P. L. NOA No. 07. 0629.10 Expiration Date- October, KA612 Approval Date: October 18, 2(N17 -Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21-07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21-07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. IsU 1. Lke,,J-� Idmq L Chan* P.E. Prodnct Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 E -1 MIAMbCIJpi,DE E X 1 s� e BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Master Security Doors Inc., 2179 N. Powerline Road, Suite #2 Pompano Beach, FL 33469 Fuz G74� � "AHI -DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.ggy&undinaikome/asn SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used-in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserue the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "EX3" Single inswing Steel Door - L.M.I. APPROVAL DOCUMENT: Drawing No. 11 -036, titled "EX3 USA inswing Door Large Missile impact Resistant", sheets 1 through l lof 11, dated 11110/05 and last revised on 0418 -11, prepared by Tilteco Inc., signed and sealed by Walter A. Tillit Jr., P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Refer to sheet 3 of the Dwgs for Design Pressure Vs anchor type and anchor spacing "S" 2. Min (5) retention clipper side jamb required (Max 28.74" OC), See detail X/11 in sheets 3 and 11. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and Series/Model and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negativelvtU44+A n mod :ce of this product. TERMINATION of this NOA will occur after materials, use, and/or manufacture of the produ product, for sales, advertising or any other purp with any section of this NOA shall be cause for ADVERTISEMENT: The NOA number prec the expiration date may be displayed in advertir be done in its entirety. INSPECTION: A copy of this entire NOA s and shall be available for inspection at the job This NOA revises & renews NOA # 05 -1121. approval document mentioned above. The submitted documentation was reviewed b_ Ire ZkofffiibY date or if therdq Vision or ch ge in the : a it E is � eVqzt ofs well as tIl' "Wo ate 1s is mply ffif *r� al cc, fo nity with design f:.iuce an n the infornnariun wen ir. ttie i oni__r��rtirr _ pi��rsf llOwed by BVRFi4} s n!t 1' 19 �l s �faepS� iti�l tllterollf UVVWdW }dh p r 4ao `�i�'u���r t�s', app icanle an It shall codes, arid laws -all Of which have ✓IC,nty C+v r this submittal. The design Processional does nut shown on Nis drawing snail nct be AM i¢x� r- �o a nr ; ro 1%*vl 4&theiusertbl+#b�AQ4Q �Vf ' butors 'VRrl%rRWh1 RP 0r1nV YL111eWg'l9II1e=t�,i. details. and r drn with tieg��pgQ.,ttl�r"yQ�r®��1,x qq�. s ill �i�l�fT$iOrIS,W%IIixg�hl�has well as n in party providing the sobmittai. Contractor is r'- ;possible for all ens tg� �I �� ' V*gilte���P0 Pt'i0rmance rec;�lirements to be a [he Job site; tot al intorrnation that irtains Pe solely to the fabrcation processe constructi s or tc techniques of ��n; for all coordinarion of the work if a assuring c- rsistency suit^ the on rae Ln NtiN4t11- pertorming the wort: in a safe andi�nr 03 2016 shown on Nis drawing snail nct be AM i¢x� r- �o 2011 work. , BRAVO LLC (ARCIIITEt T) Page 1 Reviewed by: (;ate- ? - I -t Master Security Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 05- 1121.04) 1. Manufacturer's die drawings and sections. 2. Drawing No. 11 -036, titled "EX3 USA Inswing Door Large Missile Impact Resistant", sheets 1 through l Iof 11, dated 11/10/05 and last revised on 04- 18 -11, prepared by Tilteco Inc., signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS (transferred from file # 05- 1121.04) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test,.per FBC 24113.2. 1, TAS 202 -94 Along with marred -up drawings and installation diagram of inswing steel door, prepared by American Test Lab of South Florida, Test Report No. ATL# 0708.01 -05, dated 11/09/05, signed and sealed by William R. Mehner, P.E. C. CALCULATIONS 1. Statement letter of compliance to FBC 2007, dated 04/14/11 issued by Tilteco Inc., signed and sealed by Walter A. Tillit Jr., P.E. 2. Anchor Calculation and Structural analysis complying w/ FBC 2004, prepared by Tilteco, Inc., dated 09/09/05, signed and sealed by Walter A. Tillit Jr., P.E. (transferred from file # 05- 1121.04) D. QUALITY ASSURANCE 1. Miami Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Tensile test report # 5HM -763 dated Aug 17, 2005 per ASTM E -8, issued by Metallurgical Inc, signed by Frank Grate. F. STATEMENTS 1. Statement letter of compliance to FBC 2007, dated 04/14/11 issued by Tilteco Inc., signed and sealed by Walter A. Tillit Jr., P.E. 2. Statement letter dated October 11, 2005, "No financial interest" and conformance to FBc 2004, signed and sealed by Walter A. Tillit, P.E. (transferred from file # 05- 1121.04) 3. Statement of lab compliance, as part of the test report. G. OTHER 1. This NOA revises & renews NOA # 05- 1121.04, expired on February 23, 2011. V L. 615i �4A ti Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 11- 0228.03 Expiration Date: February 23, 2016 Approval Date: April 28, 2011 E -1 Ex I 5T) nib COUNTY ,...._: BUILDING CODE COAH11ANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 01 " -D A�JD MIAW -DARE COUNTY, FLORIDA AIMO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MMIL FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/buildinecode PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constriction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami lade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. N this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 19HR -710" Aluminum Horizontal Roller Winslow — L.M.I. APPROVAL DOCUMENT: Drawing No.4127.10, titled "Alum Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large 1V o ile and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered no change in the applicable building code negati ely a apformanc PaMainaa TERMINATION of this NOA will occur after expiration date or there has been a revision or change in the materials, use, and/or manufacture of the oduct or process. i�sus �B aWslWAYMPan endorsement of any product, for sales, advertising or any othe purposps Isle autos ucagyuttrpiaau, lz PAW" to comply with any section of this NOA shall be a ., 21i' W101 lad ,oJ pue !Sjuou,r-4,1011 au, U IA% rian ,S; ;.a^ .t1, r �e ADVERTISEMENT: The NOA number p , by e4ed, the I ds �JV amiRkla ntb!, followed by the expiration date may be displa if `id iSKIfti . ;,if "erg bfijheJLNOA s e!! uo!!enllotul e in; '011s qnI oil , ,e p leia;oJ l ;e pawnuaa displayed, then it shall be done in its entirety. aq of S�i;a,ulaJ nba; aallet.u,u,,ad pur• salluvenb soo!su2wlp INSPECTION: A copy of this entire NOA s l ..11Pb�4Qod the h r' t �e �t�er�or its,��i Appd a lYUi!' !nYWW l s al distributors ,aQ o I ae11u distributors and shall be available for inspection d�;n+d1cl9 `�t,t`il�l 1 s „au, p This NOA revises NOA No. 06- 0405.06 and co slats � d vpa a attd eyjdc (m Maas I, , W as approval document mentioned above. 'u aie,nr,e 64,!e c! iejpLugns 3q, u,gi!,A I;o!!2tu oJui atlJ leUl The submitted documentation was reviewed by uasa,� ,o1� uc ,uu swop leurnssa }ad u�ISap I 'It'll aJ eU o G�c 'S)t,awl ?a0�J p, -1;UO3 ,ui a ^.1201J01110;l wvJ, hil!�Gfi,suodsal 10 1o1:TJILI i0 a -liaJ JOU Cep Matriai Ie;;,IU•ans NOA X00 `is -1 sluawwoo Jo/pup sl.;r,t:a? iMbKDWVeDWeffibtivOlpW uo!leW,oJu! alp l�lr, d.0 Ilau¢ Us'sap I4lIM ,(i!UJ10Ju0J i2,aua.3 se a.a s! I lblW'arL� ®3-L111W3nS38 1 3SIA3U 0 ®3A08ddVSIQ 0 c1310N Sy f 3AOdddV0 r GAOU PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI MI) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02128/2006 with the latest revision "C" dated 04/15 /2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) N,M ".4. A Marnuel Per Product Control NOA No 07 .09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 E -1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 120 &02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12111/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Satlex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact", approved on 12/21 /2006 and expiring on 12/21/2011. Manuel Perez, Product Control NOA No 07-0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 E -2 4'.r 0 MMAMl-�►DE MIAMI —DADE COUNTY, FLORIDA o PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 20h Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) aww.miamida&.gomyIlding PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County BNC- Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami —Dade County) and /or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11511- -700" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, ftnpact ", sheets 1 through 11 of 11, dated 09/01/2005, with revision "C" dated 04/01/2011, prepared by manufacturer, signed and sealed by Robert L. Clark, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami —Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glass Type "M" at installations above 30 Ft, above ground, LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami —Dade unty Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be consider no change in the applicable building code nt TERMINATION of this NOA will occur a in the materials, use, and/or manufacture of of any produc4 for sales, advertising or any to comply with any section of this NOA sha. ADVERTISEMENT: The NOA number followed by the expiration date may be dis displayed, then it shall be done in its entir%3 INSPECTION: A copy of this entire NOA distributors and shall be available for inspec This NOA revises NOA No. 11-0128.03 an well as approval document mentioned above The submitted documentation was reviewed 1 I•DADE C1.1 there has been D or the attse for terrain t�h aiiid t �aV- iy -ir1q vancizc!x N 'toSf rrsnoiisiCif-: o t W x t e ti pmce&d _br-;the,movdst+Mimni Dode :Cr , a inty -F'l&i a, and 1 ►�'d'i2t �advdrfisfh ' '�? i n' !?dfi fb `5iftt OA is t o n._ i, d[!. it t o e >u_ t l a 1 a [ r CGrnple[r re 30nF.iUl ity .Jr2C`, d °`'l ;il, de[aits, and Contra c> :: ` ill 017w111A, snail •cr1alrr WRT. zrre �r J0b,s1tP t.t [t iq>1ps e1 €t a $luil g O i 1. censistaloffs pad d,�vidottaeapt€geF1;' i1 3, as t_'1 :oi ink a e; Or :C ie r,,tiG,eS of . k + 29brI'.I r; pr6 --i li t-aoes; for aild for ,rn. tle T8.n11 405.10 3 W _ �. 1,1 P _ Exp1redowDvt&rmitftt 26,2016 v:t r+ • Approval Date: April 21, 2011 SP,,AVO ! LC Page 1 Reviewed by Cate: PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 1 l of 11, dated 09/01/2005, with revision "C" dated 04/01/2011, prepared by manufacturer, signed and sealed by Robert L. Clark, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07- 0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4958 and FTL -5063, dated 10 /03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07 0322.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 0 7-0322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FT1,4649 and FT"723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05- 1018.01) Jaime D. Gascon, . Product Control Section Supervisor NOA No. 11 -0405.10 Expiration Date: March 26, 2016 Approval Date: April 21, 2011 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 --94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4947 and FTL -4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05- 1418.01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4948 and FTL -4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05- 1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 12/18/2006, prepared, signed, sealed and dated 01/11/2011 by Robert L. Clark, P. E. Complies with ASTM E1300 -04 (Submitted under previous NOA No.] 1-0,128.03) D. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21 /11. Jaime D. Gascong-P. E. Product Control Section Supervisor NOA No. 11 -0405.10 Expiration Date: March 26, 2016 Approval Date: April 21, 2011 E -2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of compliance with the FBC 2007, dated April 03, 2011, signed and sealed by Robert L. Clark, P. E. 2. Statement letter of no financial interest and conformance, dated April 03, 2011, signed and sealed by Robert L. Clark, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL- 5063, FTL -4645, FTL -4649, FTL-4723, FTL -4947, FTL -4650, FTL -4948 and FTL -4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08110105, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07- 0322.06 and 05- 1018.0.1) G. OTHERS 1. Notice of Acceptance No. 11- 0128.03, issued to PGT Industries for their Series "SH- 700" Aluminum Single Hung Window — L.M.I. ", approved on 03/10/11 and expiring on 03/23/16. Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11 -0405.10 Expiration Date: March 26, 2016 Approval Date: April 21, 2011 E -3 m ME wl "A 3/8"LAMI NOM. GLAZING OPTION A FITY707PIFT7 117153 77 Fl-p—re r7rrl 112" GLASS BRE A 94� FAI 1/2" GLASS SITE — f & EXT. - 3116" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR CAM MVJW =nLftACC! 101 I& Q A^lmum INT. — 3/10" HEAT STRENGTHEND GLASS mmz• M�� �Muf TOPIC SHEET GENERAL NOTES.......... — I ........... I ,CONFIGURATIONS `GLAZING DETAILS........... I DESIGN PRESSURES...... 2 ELEVATIONS ............... -- 3 VEIN, SECTIONS. ............ 4 MORIZ, SECTIONS........... 5 'PARTS LIST ...................... 6 ,E,US. ION S.. ................. 6,7 ,ANCHORAGE .................... 8.10 Appritwd as complying with the Fiarids Bu4ng Cude D*e-0-,APk4 IS, Zw 7 'NoAk-!;p. — Miami 6i PmdtkJf Central X, Iv Rob L Clgrk, RE PE #39712 Structural ,f'''��pJj;i J iLn!.�~] &1. GLASS TYPES: A. 318" LAM (118" A, .000 PVB, 3118" HS) B. 318" LAM] (118" HS, .090 PVB, 3116° HS) C. 7116" LAM (3/16" A, .090 PVB, 3116- HS) D. 7118" LAMB (3/16" HS, .090 PVB, 3116° HS) �2. COMBINED DOOR & SIDE LITE 'WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 73112" MAX, OXO WIDTH = 1091%2" MAX. XXOIOXX WIDTH =107 314" MAX. OXXO WIDTH =143 314" WIDE OR OVER • M EITHER TABLE COMP EGRESS REQUIREMENTS if CURRENT EDITION. `:i. - lttr REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. 5. EXAMPLES OF COMBINED DOOR DESIGN Al FROM OXO WITH GLASS TYPE A 3(r WID: 90" DOOR iR D . LITES DESIGN • EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 38112" SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXQ WITFI GLASS TYPE C 34" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.61 -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 314" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE. LITES DESIGN PRESSURE = +43.11 -43.1 PSF �. FOR MBINEr rig- AND SIDE LITE$ FROM is REQUIRED REINFORCEMENT iii'' TO SIDE CONNECTION ! FOR REINFORCEIVIE ,iol /.pj;rasee! �s;oartri�lna With ffie Ftorjda lira -dju Hate G 1 Mixmsi Linde �t'6tilte! C�ta�A tj 1; dq: r Robert . Clark, P.E. PE y 09712 �a Zit Now �" i - GLASS -, E -. C OR HEIGHT ■mow ��. t • 1 ��' _ • �� GLASS TYPES A, B, a. 4 WHO &1. GLASS TYPES: A. 318" LAM (118" A, .000 PVB, 3118" HS) B. 318" LAM] (118" HS, .090 PVB, 3116° HS) C. 7116" LAM (3/16" A, .090 PVB, 3116- HS) D. 7118" LAMB (3/16" HS, .090 PVB, 3116° HS) �2. COMBINED DOOR & SIDE LITE 'WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 73112" MAX, OXO WIDTH = 1091%2" MAX. XXOIOXX WIDTH =107 314" MAX. OXXO WIDTH =143 314" WIDE OR OVER • M EITHER TABLE COMP EGRESS REQUIREMENTS if CURRENT EDITION. `:i. - lttr REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. 5. EXAMPLES OF COMBINED DOOR DESIGN Al FROM OXO WITH GLASS TYPE A 3(r WID: 90" DOOR iR D . LITES DESIGN • EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 38112" SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXQ WITFI GLASS TYPE C 34" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.61 -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 314" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE. LITES DESIGN PRESSURE = +43.11 -43.1 PSF �. FOR MBINEr rig- AND SIDE LITE$ FROM is REQUIRED REINFORCEMENT iii'' TO SIDE CONNECTION ! FOR REINFORCEIVIE ,iol /.pj;rasee! �s;oartri�lna With ffie Ftorjda lira -dju Hate G 1 Mixmsi Linde �t'6tilte! C�ta�A tj 1; dq: r Robert . Clark, P.E. PE y 09712 �a 73112" IY9l 38 314" MAX. SEE NOTE R �� OR #; 109 112" MAX. 36 3/4 ® „---- -- sEE NOTE 3 - --- P 14 " 1 � i i{ �f �t 111 1 1 I 1 E� 1 I r °y JE Ef l 0 11/ BEE NOTE 4 �`-• -SEE DOTE 4 Ifl -2c '2xw+T SEE O oxxo i G 1 I t DLO HEIGHT = HEIGHT -7 DLL? WIDTH'X' =DOOR WIDTH - 1215/16" 1 Ct F I� "= DLO WIDTH = DOOR WIDTH/2 -115116" r ACC. �, , x 1 �i SIDE LITE DLO HEIGHT = HEIGHT -11318 ® DLO WIDTH = WIDTH -31/8" AOTES. r 1. - ANCHORAGE CONNECTIONS 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5, 3. SIDE LITES OVERLAPXAND IM DOORS BY 3W WHEN ASSEMBLED TO MAKE'XO','OX,'OXa 'XXa, -O)W AND -OXXO' CONFIGURATION 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR 5. CLEAR OPENING FOR'X O DOORS x r 11 Olt �, m 116 7 Robert L� /lark, P.E. PE #39712 - Structural - -- y 1 i i{ �f �t 111 Ifl -2c '2xw+T SEE O oxxo i G 1 I t DLO HEIGHT = HEIGHT -7 DLL? WIDTH'X' =DOOR WIDTH - 1215/16" 1 Ct F I� "= DLO WIDTH = DOOR WIDTH/2 -115116" r ACC. �, , x 1 �i SIDE LITE DLO HEIGHT = HEIGHT -11318 ® DLO WIDTH = WIDTH -31/8" AOTES. r 1. - ANCHORAGE CONNECTIONS 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5, 3. SIDE LITES OVERLAPXAND IM DOORS BY 3W WHEN ASSEMBLED TO MAKE'XO','OX,'OXa 'XXa, -O)W AND -OXXO' CONFIGURATION 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR 5. CLEAR OPENING FOR'X O DOORS x r 11 Olt �, m 116 7 Robert L� /lark, P.E. PE #39712 - Structural - -- I I mir.Tlq g` •- Ml ffm�� MAX. SIDE LITE HEIGHT mo A SL VIEW G-G CORNER ASSEMBLY EXAMPLE ELEVATIONS Appnw*.d ss colnPlAng with lk Mrids Bviding Code i*le—acr-i4 ?W NOA Mi. O"t BY.—r- , J(l I c Robvi L l a bark, P.E. PE #397'12 Structure] I �� _ �r" r: , MAX. r-- SL Uttl ®TH� SPACING, SAME AS JAMS ANCHOR SPACING (SEE SHEETS 7, S AND 9) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY HORIZ. DOOR W1 SIDE LITEI Wsibly Beth MAX. SL WIDTH Approved ac etawjjl)ing with the Morlds 3ati09 C-1 Dail G P NDAA# 0 — � Miami Utdc Pmduk- jr Cont„.a Div 'oo 'BY e Robert L. lark, RE, PE 936712 Structural i � -17 4.626 4.000 1— 1.750-1 DOOR PANEL TOP & BOTTOM RAIL 6063-T5 3.655 �y m, 4.726 4.100 1— 1.750-1 I 1.400 pug 05' FILLER HEAD ADAPTER 6063-T6 10-■q F.K 17 4.726 4.100 1.75® -j 675 f err.. INTERIOR ASTRAGA; 6063-T6 4.675 1 DOOR PANEL rHXTERIOR ASTRAGAL 6063-T5 r 1.480-4 I 3.000 --.050 L DOOR FRAME, JAMB 6063-T6 F-Iuy.l��i SLHEADER 6063-T6 v"'ibly Domr I 'FD101 1-1/2( 17 d 10 ��W HINGE 6063-T5 .125 Approwd its with the ftorwa aw.L611112. Code NOA� _P- ref P.,d"ctf MiR;ui Dade PnAvct ontm, wt � Ro ert L. Clark, P.E. PE #W12 $bvcwral wt � aC Lu z N in MEAD ZONE SILL ZONE" SEE TABLE 3., SHT. 9 aC Lu z to lfflot- . ZONE y ,. ZONE I" ®" ZONELD" SEE TABLE 4., SHT. 9 Q Lal z O HEAD ZONE E" IM z 0 m SILL ,ZONE "E" SEE TABLE 5., SHT. 9 4 w z Q co HEAD HEAD ZONE "D "ZONE "E "-f SILL SILL ZONE "D" -ZONE "E" I SEE TABLE 6., SHT. 9 s z Q Lu z hl Q 'y EXAMPLE ANQHOZAQEjQLWj= FOR A CONCRETE A. 19" x 83 3!4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 713/4" x 83 314" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. v r f t'' a411(0ro -An 43 C lg, +1 +M W'A midi+ florldn Rui,%fix C Date d5e-T-- 1kL_ -1 NOAH 40 - elf" Miami Dade Product as r`( ✓°`o ''t9r(:'' RflbertL Clark P.E. PE #38712 Structural HEAD HEAD HE'D t- ZONE -t--� -ZONE F. ZONEI HEAD HEAD HEAD � Z€?NE "D- ZONE 16F9, -ZONE � HEAD HEAD HEAD HEAD � ZONE-°-- ZC�tdE `°F"�ZONE "I'"�ZONE -� E C~ E E E N N / I SILL I SILL I SILL I i R11 I I Rll ! SILL i , SILL , `,,, , , C1 , i SILL , Lu z hl Q 'y EXAMPLE ANQHOZAQEjQLWj= FOR A CONCRETE A. 19" x 83 3!4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 713/4" x 83 314" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. v r f t'' a411(0ro -An 43 C lg, +1 +M W'A midi+ florldn Rui,%fix C Date d5e-T-- 1kL_ -1 NOAH 40 - elf" Miami Dade Product as r`( ✓°`o ''t9r(:'' RflbertL Clark P.E. PE #38712 Structural r . 0 Ap rruved sus saempdylug witL be Heridw t3a3+jn Gadt >OAf#L MAW yDade Product Co spat a f ' fff'tv� r,, d! rd Ro `L. Ckark, P.E. E #39712 Structure! an-0: MM a « Q © " 87,75 iJQ © oQQ QQ AQ .. 91.76. ����' '�QQ '" ', Q QQ 91.75,90 95.75 QQ� QQQ Q ©QQ� ��Q .., ©Q ` ©. 000,000 + Q ©#�Q . Q + . UQ Q QQ � ii /Q a �I ', Q ©�Q, °, Q �� ! 87.7tIMU _ MU U � Q Q °. _QQQ W , n •• E:© 35.50 QQQ 0 ©QQQ ; • QQ�OQ �0 ©© ! a © • 1 f { a� ©rQQ, . �© _ �Q ©d ©Q .Q� • oil ', 11 87.75 ©' + �Q* QQQ ,QQQQQ 1QQ QQQ Q�Q 91.75 QQ 91.75 '.QQ iRY 95-75,9 MOB 96.7.0 EM 95.71 n ' , � I Dun « w 83 QQQ •M � . : • QQMQQQ . MUQQQi .,I + MUnn ,. : a i ♦',.QQ QQomQMMUQQ, 91.75:: QQQ QQ r Q Emma ■���aQQQQ© no Q __._.._ ... ANCHOR QUANMYLOAD ZONE TABLES ��a '4 'A _ R ! � 1 i !' `' !• r1' i. 1..' ..r R / C J M_. -! i s! 0 Ap rruved sus saempdylug witL be Heridw t3a3+jn Gadt >OAf#L MAW yDade Product Co spat a f ' fff'tv� r,, d! rd Ro `L. Ckark, P.E. E #39712 Structure! Nm u 1318" MIN. 3.4 KSI MIN. CONC, Now= I;i11sjAg1"1qVA WOOD ANCHOR ON—,a.,_ 09-0 ii N== :ALOVS 01" 1 qvA 13/4" 13/4" NMIN Ef7i—MiN E.D- I 2X WOOD 3.4 KSI MIN. CONC. BUCK, NOTE 2 1 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM CONC �n ANCHOR�7�, ON 11 T 314" MIN, E.D. —T CENTERS, a,' l 314' MIN. E.D. NOTEI IX WOOD BUCK, 7�EF,XT. 1 6 K51 MIN CMU OR EXT. NOTE 2 . woo RAW . BUCK, NOTE 2 DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) 1/411 MAX. $HIM m PIE K" 1!LC&&jv_ &ING EXT. -NOTE 3 114"MAX 13/8" TYPE I 1314- TYPE 2 1 3/4" __IiIN. E.D. 3.4 KSI MIN. CONC. OR SILL (CONQ CONC. ANCHOR, NOTE 1 I �;N Is � ARW VVuuu/A114L.pmum "rli=z 5,OR 3, NOTE 1 M-0 114" MAX. SHIM —y 1314" 1 314" MIN. E.D. 1318" TYPE 1 1 314" TYPE 2 114" MAX. SHIM CONC. ANCHOR, NOTE I HEAD(CONC) 1 114" TYPE I OR 2 (CMU) _T 1 3/8' TYPE I (CONC) 13/4- TYPE 2 (CONC) "1 314- MIN. E.D. 13/ 1X WOOD BUCK NOTE 2 'EXT. SIDE LITE JAMB (CONC) - CONC. ANCHOR, A FA NOTE I IX WOOD BUCK, NOTE 2 —114" MAX. SHIM _f I IN. -1/4"MAX SHIM . A� 3189 TYPE i 3.4 KSI MIN 3/4" TYPE 2 CONC 1314" MIN. E.D. SIDE LITE SILL (CONC) N�mw DO-WX DETAILS -ANCHORAGE rr 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. MIN. E.D. ApprovO m, wi(fi the Florid* Dkwfip, Cuiii Date- Ar-Ir =1.1� DIN` h/ 6 Kobe Clark, P.E. PE #39712 structunu F14 1!11114 1. EX -3 USA, Inswing single door, large missile isaapact resistant shown on this Prodtact Approval Document {F_kD.) has been verifted for compliance in accordance with the 2007 edition of the Florida B llding Cade, Door may be Installed at High Velocity Hurricane Zones. Design wind loads shall be detemnin,ed as per section 1620 of the above mentioned code. In ruder to verify that anchors on this P,A.D., as tested, were not overstressed, a 33°f increase in allowable stresses for wind loads was not used in their analysis. A duration factor Cp - 1.60 was used to verify fasteners in wood. This door's adequacy for impact and cyclic resistance has been verified in accordance with section 1626 of the above mentioned code, as per TAS 201, 202 and 203 protocols, per ATL R.eport#0708.01 -05, and as per submitted calculations performed as per soodon 1612 of the Florida Tiuiidirsg Code. 2: Maxi Nsign Pressure Rating: + 70,-200 psf This pressure rating is only valid if darer is assembled with required hardware indicated on sheet 2 ofthis drawing. 3. This Door is approved for Air and Water Infiltration. This approval is only valid if door is sealed with required gasketing and weather atripping as indicated on Bill of Materials can shoot 3, and sealant specified on General Note 14 below. 4. This Door will not require a Hurricane Protective Device. 5. Wood bucks by others, and must be properly anchored to twsfer loads to the existing structure. Mood bucks must be Southern Pine #2, with specific Gravity 0 equal or greater than 0.55. 6. Anchors for fastening door sub me to vtia ft structure -must be as indicated on sheet 3. 7. All- welding to conforat to dies 2007 American welding Sodary AWS D1.3 and AWS•D1.9, Regulations. Use cartifaed welders. .8. All screws used for aswribly oommdons (total to metal) to be staiialess steel 304 or 316 series or corrosion resistant coati carbon steel as per DIN 5Q018 with 50 ksi minimum yield strat& and 90 ksi t =ilea strength and shall comply with P.B.C. seotimn 2411.13.4 I. Remaining eompoaetats for this door system shall be as indicated on Bill of Materials on sheet 2 of this drawing. 10. Sealing of door components shall be as follows: Sealant., Frame: The interior and exterior perimeter joixxts and oil frame connections shall be sealed with sihoone, sealant. The two shoot metal 45° angle shaped sections at the corner key shall be salad to each. other and to the sheet metal falvicated corner section with silicone sealant, The two steel sections at the sill shall be sealed with silicone sealant. Hiaps shall be also sealed to hinge Jamb with silicone sealant. Sub -frame, The interior and exterior perimeter joints and all sub -one cotanecdons Shall be sealed with silicone sealant. Sub -fame shall be also sealed to tho frame with silicone sealant around the a ardor perimeter. Sulu- flume shall be sealed to the wood buck using silicone sealant. Door: The interior and exterior perimeter joints and all door cotmections to the main casing at the top rail, bottom rail and stiles shall be sealer with silicone sealant. Xmges shalt also be sealed to binge stile with silicone, seatlant. Titer plywood panel on exterior side of doorsh all be seaale d around perimeter of the top rail, bottom rail and stiles with silicone sealant. The interior and exterior perhuater joints and all frame connections were sealed with silicone sealant, The sill flashing was sealed to the door panel with silicone sealant. 15. Decorative Wood Clad Panels: 0,250 (114 ") thick plywood (rraim B =1300 ksi,), oak (xttirr. E =1573 ksi.), piste (thin. B=1417 19i,), mahogany (min. E =1244 lest.), Douglas fir (remit. B -1390 ksi.) with 10 -121/4 maximum moisture eooteA painted with minimum of two (2) coats of water based vanishes, protsative imprognatora and coatings for outdoor installations. 16. Boor's manxxiacturer label shall be pined on the exposed surface of door's frame or sub - frame. One Label sharp N: plead for every door. Label shall read as follows: Master Secuft floors, Inc. Deerfield Beach, •ltiil$aml Dade Cam ntySrQu.ct Contrel Approv 18. Material% included but not limited to steel 1 metal screws, that corm in contest with other dissimilar matterials shall mea the requirements of 2007 Florida Building Code secdon 2403.8 ♦4♦ .gym ° °'y'R A. "''��� a Rip o}y . 44167 e , ® � a Is° W L - a 4 � =x �' • 1r I�u Irp 110 M BILL OF MATERIALS I , IZTY Ol Pi .45 ....... SE d' trdlAE,41� tai T IAI -SD. u —.01250 TFtK. W-W—P e; > = 0.55 1 ATTAvFrvprpirpm i WfT --t Llat 4M, tit IL 4 )P-'PA EL (666 MC)T'ai LS > f4A Tt W/ FM ISTL. W/ PVC, f[UVI MOT APPL ICAIiL-6 O � cn rn n vTT� VI m � z� z 9 � r � m c as !� H + -jfn); 3: a Z (° t11. isir1 gzzjdc` T H Is Cil J 70 pp L� � IV O � �g�� pi W, J L4G n vTT� VI m � z� z 9 � r � m c as !� H + -jfn); 3: a Z (° t11. isir1 gzzjdc` T H w No 11:4 ,, s: O cat t` �r c� d - jr -n iv m n J 70 pp L� � IV O � m Ji NC7 w No 11:4 ,, s: O cat t` �r c� d - jr -n iv m n Y pp L� � IV O � m Ji � p i� w No 11:4 ,, s: O cat t` �r c� d - jr -n iv m n L a/ ti p Z Q ctr w MIN GM$ZD_ v 1.4• MAX SHIM O r� i 314' J►iIN. �MBGs 'Q f I IQ & � 91 zl �W -f emu box i'1 ? � Sl m cn ti3 � a z CA r-- �r R ■ l� " i tip 1.4• MAX SHIM O r� i 314' J►iIN. �MBGs 'Q f I IQ & � 91 zl �W -f emu box i'1 ? � Sl m cn ti3 � a z CA r-- �r R ■ FD�EF D, IS TA NOL= 1/44 MAX S�-W CtAP MIN i5r- TE AISTANC� � J {ss� Mare �f�J -- --'NAA ,- UVEi- ALL I>ANfit. W i TH = 37:.!!?"l EXTERIOR (z) srmuws, -1/2° APA -P.-r- - f:,P-om Top rAPL 1 -1/4° FROM 1?.OTTom TAIL. ( .+) scR6w -s T>C-I;P- KI Ncc- s c F FA 1F F Mill 1' 0 —%t9 {l -�• gT�ca ICI �, �r� -�� (2) -1/4-29'X yyy/4- a9',?tlO.7R9 -p FLAT r4LLC -N F:stSAI> `Y A..�I l NC- s6. p-5 Ys' @ OD t N S—r 4L `-( Trors SIP., W -3/4- xr + °O TATIcON, 01;-' 3/9'0 TAPPeP,.s R.sF5R r® S� -5r 3 f:01;-1 t- MATION (2) 2° X I>T s L tow. (sG- 'a NOT-5 5n) 3" MIN, -em -ir- ;t>MUNT MOBAJCTRRVMD NEW 11-036 iii RA ■ 1.+60 M4 x wlvvA ALLEN �tFAD ms 0.12D I TI-M-F.ADED FM M4 X30PAM, AL-L-C-N �uAD Ms aOR-NUTZ FP,,4cM5:PLA-7-rz,- PIN cTi Imp -ro wp-NEF;-,- W-S'( (W VFT?- PLATS M4 XTOMM FF ALL5N sapREW (.Z) !Pe-R- CU:p FP,AME. WR-NeTzl ��y M+ X 30MM AI-Q5 N Ff-EAD FASTUNFRt (1) P61; CLEF FIZ,-AMe W-G-y ASS'y 8 0.225 SCAL-5: -KA\LF A. S I�Qll OF ,f ""'loop sllqjj�%l IS. me clor, IMS --4 i.5 -00— TYP. Ilk [too 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5116" LAMI CONSISTING OF (2) LITES, OF 1/8- ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B. 5%16' LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C. 51160 LAMI CONSISTING OF (2) LITES OF 118- HEAT STRENGTHENED GLASS,;VITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7116" LAMI CONSISTING OF (2) LITES OF 3)16- ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 7,116" LAMI CONSISTING OF (1) LITE OF 3/16u ANNEALED GLASS AND (1) LITE OF 3/16- HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYER. SHEET F. 711 Su LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS 411TH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES ............. I GLAZING DETAILS............ 2 G, 13116" LAMI IG: (1) LITE OF 118" OR 3116" ANNEALED (MIN.) GLASS, 5/16" OR 318" AIR SPACE AND 6/16" LAW CONSISTING OF (2) LITES OF 118" ANNEALED GLASS NTH A DESIGN PRESSURES....._. 3 .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, W16" OR 318" AIR SPACE AND 5116" LAM[ CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE HORIZ. SECTIONS........,... 5 OF 118" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. PARTS LIST ....................... 6 EXTRUSIONS .................... 7 1. 13/16° LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5116" OR 3/8" AIR SPACE AND 5116" LAMI CONSISTING OF (2) LrrES, OF 116" HEAT STRENGTHENED GLASS CORNER DETAIL .............. 5 WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE .................... 8-11 J. 13116" LAW IG: (1) LITE OF 118" OR 3116" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16- LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K. 13116" LAMI IG: (1) LITE OF 118" OR 3116" ANNEALED (MIN.) GLASS, 3/16" OR 114" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3116- ANNEALED GLASS AND (i ) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR %AFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, L. 13/16" LAM] IG: (1) LITE OF 118" OR 3116" ANNEALED (MIN.) GLASS, 3/16" OR 114" AIR SPACE AND 7/160 LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTFRLAYER. 2, CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLF-,-.# ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TA-ILES ASTM E 1300-02. 4. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT T1UVISED v=*tp,--,A!!9 wit!) tbo Florida 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. BY mimu, dr;� F-90 U0 h 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-W30, Divi on AN ELCO TEXTRON NOA: 0.4-0721.01, 03-0226.06 ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION ADM-2005 ALUMINUM DESIGN MANUAL A 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRli'MENTS OF THE FLORIDA BUILDING CODE, THE HIGH VELOCITY B' HURRICANE ZONE (HVHZ). Na!�?� U, 1 �-dRy,, -Dale: F K 4116107 C ADD FTL-5330 TO NOTES 74 CHG. NOTE 6 TO CURRENT EDIT. 00M, RevWors-. 1070 Tf�(;VAOLOGY DRIVE GENERAL NO' 85�� F.K. 10117106 B CHANGE TO ASTM E 1300-02 NOK0,F•15, FL 3C Twv• lie ,rS R-%*0 F. K, 5111y-31015 A ADO AIR SPACE DIM. NOTE 1, TECH. REst. NO *rE 7 & NOTE 6. P.01. NA 1529 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT R art L. C4afk, F.E. T- PE #39712 L;Mm 6y: t)afe: -- UWA-057 Dare., NOKI-,WS, FL 34274 Visibty Beier sex, -1-a I I n- FX 1 2128106 J.J. 3123106 1 1 1 HR710 I PUTS 1 1 X1127 -10 c 53 51 m 0 1/2" NOM. GLASS BITE --7 118" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 118m ANNEALED OR HEAT STRENGTHENED GLASS vt16" NOM. 5116" LAMINATED GLASS 50 1/2u NOM. GLASS BITE I I ffmlpm��� 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .G90 SOLUTIA OR DUPONT PVB INTERLAYER 113" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 15116" OR 3180 AIR SPACE 118" OR 3116" ANNEALED (MIN.) GLASS 13/'16" NOM. F.K. 1 4115107 1 C FX I W17106 B lvsa By: VWQ- Repim F K. i 5113106 A FX j 2128106 1 J.J. EXTERIOR INTERIOR C:> (ALL SECTIONS) 311B" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 31160 ANNEALED OR HEAT STRENGTHENED GLASS 71160 LAMINATED 7/16" LAMINATED GLASS 112" NOM. GLASS BITE --7 3116" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMINATED 3116" OR 114" AIR SPACE 1/8" or 3/161 ANNEALED (MIN.) GLASS 131160 NOM. 13/16" LAM IG GLASS Wl 7116" LAM] CHANGE THIS SHEET GLA27 1N DE 1070 TECHNOLOGY DRIVE G TAILS CHMGE THIS SHEET NOKOMIS, F1.34275 'row ALUM. HORIZONTAL ROLLER WINDOW, IMPACT AiR SPACE DW TO LAMI 10 VETAIL6 P.O. -30X 1529 NOKOMIS FL 34274 Vaibky Better .=3106 HR710 FUll 2 4127-1 I-aODUCT Pr.VTSED s-urilf." i3g vwitlk site p'�c:ei Accwj,,Lnr�ej 00 4"1c * Product oat Div' 10V , ` TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W1 SAME DLO ARE 1 SMALLER) WIDTH off f- 27 3/8" I DLO VENT — — ;/x 54 5/16" MAX. DLO FIXED 110" MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (114 -112 -114) 33 q11 6' MAX. DLO FIXED c A 67 3/8" MAX. DLO ALL FIXED LITES 33 9116" MAX. DLO VENT x x M M.: I MAX. DLO ALL - - 73" MAX. WIDTH I.F. FRAME A VENTS 62" MAX. I.F. FRAME ALL CONFiG. DETAIL A - OX OR XO ww By. Dote: IA 63" MAX. FLANGE FRAME ALL CONFIG. W 27 3/8' MAX. DLO VENT 27 318" MAX, DLO FIXED D D f�� �� /f! f�f� X 0 x —85 7116' MAX. WIDTH I.F. FRAME —86 7116" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (113-113-1/3) NOTE: i. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 1 SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME 13 ) FLANGE FRAME 5 CDs Lhz Florida No 07- 0,7 F"- f zo By min1w ado radua t Cvactro DivL-' 21 I C - - 73" MAX. WIDTH I.F. FRAME A VIEW D-D A 74" MAX. WIDTH FLANGE FRAME (FRAME CORNER CONSTRUCTION) DETAIL A - OX OR XO ww By. Dote: Row-,uorw ADD tN7'EGPAL FIN FRAME MAX DIMENSIONS AND CORNER— CaaeriNto F.K- 4115f07 C CONSTRUCTiONDETAIL FROM SHT 6 1070 TECHNOLOGY DRIVE ELEVATIONS wrdBSr DWO: NpvL-.wrm- Tom: ALUM. HORIZONTAL ROLLER WINOOW, IMPACT F.K. 10117106 B NO CHANGE THIS SHEET NOKOMIS, FL 34275 rued 6X-- fiem.,& ' F.K. 5113106 A NO CHANGE THIS SHEET ROJ3OX 1529 NOKOMIS, PL 34274 Ktihly Better 8&vamodflk scate: 1 jsft�t' iom� OG- yzo*,. I I m., i5y 1 Dow 6F04-ked 7 F.K. 212A9106 J. J. 312310 6 HR710 N Ts all 4 4127-10 C 5 CDs Lhz Florida No 07- 0,7 F"- f zo By min1w ado radua t Cvactro DivL-' 21 MAX. HEIGHT FLANGE FRAME MAX. A I VENT INTERIOR (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME, A 1— MAX. FIX'E'D DLO MAX. WIDTH (I.F, FMME) 7-:XTERIOR SECTION AA (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL Y RAME) SILL 9ECTION, I.F. FRAME) 1070 TECHNOLOGY DRIVE MOWN$, FL 34276 P.O. SOIX 1529 NOK4 *fl8,. R. 34274 MAUD TERTICAL SECTION, FRAME),ic' SECTIONS k;TIALUM. HORIZONTAL ROLLER WINDOW IMPACT I Half 4127-10 C WV111 the Florida C 1U)1^ Plk tgo ;d-u c t Contr it F2obert L. Clark, RE. PE 139712 Structiraf SECTION C-C A A��V� (VERTICAL SECTION, FLANGE FRAME) (VERTIQ Xaysd Sr. Dm., wzv—fs=w F.K. -40—vaday. 4115107 -5 G ADD INTEGRAL FIN FRM4E, ffEMS41,42 AND 43 AND VIEWS. F.K. 10117106 B —Re—visims NO CHANGE THIS SHEET Revid F. K 5113106 A NO CHANGE THIS 814FET B;;;m- vy.- Baw 5v—t*wBY 39AG., — — F. K. 2128106 J. J. 3/231065 J— SILL 9ECTION, I.F. FRAME) 1070 TECHNOLOGY DRIVE MOWN$, FL 34276 P.O. SOIX 1529 NOK4 *fl8,. R. 34274 MAUD TERTICAL SECTION, FRAME),ic' SECTIONS k;TIALUM. HORIZONTAL ROLLER WINDOW IMPACT I Half 4127-10 C WV111 the Florida C 1U)1^ Plk tgo ;d-u c t Contr it F2obert L. Clark, RE. PE 139712 Structiraf HEM! +.' FSCRIPTION MATT. PGr# PGr# IT�j 1 4141'2 A FLANGE FRAM F HEAD 6063 -T6AL 612237 13/ 16" JAM I IG-3/ 16 "A, 5/'16" A 1 R. SPA CE, 5/16" LAMI 66 2 4025 SASII STOP STD. ANTI LIFT CLIP 6063 -T5 AL 612244 ' -13/16" LA MI IG1 /8 "A, 1/4" AI R. SPA CF, 7/16" LAM [ 3/16 "A, .090 PVB, 3/ 16" � 67 3 „ #8 X 3/4 PIl, PAN HEAD " 7834AA 68 4 4053 SASH STOP COVER (SASH STOP) 6463 -T5 AL 131W LA Ml IG- 3116 "A, 3/16" A I.R. SPAC1 7 /1.6' 69 6 4136 FLANCE FRA MF SILL 6063 -T6 AL 64136 70 7 4137 SIIJ. ADAPTOR 606346 AL 641.37 71 8 4131 ROLLER TRACK 6063-T6 AL 64131 72 10 71298 WEEP HOLE COVER POLN'PROP. 71298 73 12 1626 A DHESIVE OPEN CELL FOAM PA D 7PA D1626 74 13 40M A FLANC�- Fi RAME JAMB 6063 -T6 A L 612225 75 14 4134 G1 SKEI' FORMA IN MA ME SILL JOINT 74134W/K 76 15 1155 48 X 1.000 UALI PN. SMS 78IPQA, 77 16 411.0 G SCRMq A DAYFOR 6063 -T5 A L 641106 90 17 4054 B FDMI} MEETING RA IL 6063RD -T6 A L 640.54A 91 19 4066 WSTP.,.197 X.230, FIN SEAL 64066G 92 21 4105 SA SH TOP & BOTTOM RA U, 6063 -T5 A T , 612240 93 22 1633 W STP.,.250 3i .270 BACK, FIN SEAL 61683E 94 23 225 -1 ROLLED, IIOiJS1NC3 & Ci1JLD1; 42112HD 95 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 L.26 29 4128 HORTZONTAL ROLLER SASH TOP MDE POLYPItOP. 44129N 32 4006 D SASH MEFFINU RAIL I 6063HS -T6 AL 64006 33 1235 WSTP.,.170 X.270 BACK, FIN SEAL 67SI6G 35 1096 SWEEP I ATCN DI.E -CA Sl' 71096 36 1016 48 X.625 PIL 11. SMS 7858 37 4126 SASH 5IDERAIL 6063 -T5 AL 64126 38 1683 W STP.,.250 X.270 B ACID, FIN SEAL 616830 39 70741 JBULB WEATFIERSTRIP .187 x:.275 67070K 4.0 LIFT RA IL COVER CAP 74078 "C" L OR R 41 4139 I.F. FRAME HEAD 6063 -T6 AL 64139 A 42 4140 I.F. FRAME SILL 6063.4b AL 64140 A 43 4141 I.F.I:RAMEJAMB 606346 AL 64141 Qc 50 C.aLAZINCi siLICONE, DOW 899,995 ORIE,itiIVAL11'I 51 1224 VINYL GLAZING HEAD BULB (TfUC:K) 6Tf 247W.K 52 1225 VINYL GAZINGBEAD BULB (TIIN 6TP248K 53 4039 B GLAZING 13EAD - 5116" 6063 -T5 AL 64039B 54 4044 B GLAZING BEAD - 5/16" W /C,RILL KIT 6063-T5 Al 644703 55 4222 A GLAZING 13EA D - 7/ i 6" 0063 -T5 AL 64222 56 985 C I GLAZING BEAD - 7/16'o W /CxTt1LL KIT 6063 -T5 A L 6985 59 4067 GLAZING BRAD - 13x`16" 6063 -T5 AL 64067 60 CLASS. 5 /1G" LAMI IM' A, .090 PVB, 1/8" A) 61 5/16" LA VII 1 /8" A,090 PVB, 1 /8" HS 62 " 5/16" LAMI 1 18" HS, .090 PVB, lib" HS) 63 To 7/ 16" LAMI (3/16" A, .090 PVB, 3/16" A 64 it 7/16" LA MI (3/16" A, .090 PVB, 3/16" HS) 65 7 /16" LAMI 3116" HS, 090 PVB, 3116 "IFS) =,way,art: Flt. 4195107 C ADD ITEMS 49, 42 & 43 qi:o : F.K. Dora: 101971115 8 NO CJJANO,E THIS SHEET 1070 TECHNOLOGY [iRIVS NOKOMIS, FL 34275 6y. F.K. Da w 5113M w w'wa: A ADD SPACE OIMENSI ®NS ITEMS 66 THRU 77, P.G. Box 1529 , •awnsv' F. K. Oka . 212810'6 C Hr. Uxw: J. J. 3/23106 NOKOW§. F_ 34274 Visibly Better DNVGN REVI DMCRIPTiTION Mr L---] PGr# SASS 13116" LAMI IGI /8 "A, 3/8 "AIR SPACE, 5116" LAMI 1 /8'".A, .090 PVB, 1 /8 "A 13/16" LAM.1JC -1 /$' A, 3/8" AIR. SPACE, 5/16" LAMI 0 /9"A, .090 PV13,118 "Fi5 „ 13/ 16" .L.A..M I IG--1 /8" A., 3/8" AIR SPACE, 5/ 16" .LAMI (I 1" HS, .090 PVB, j/8-HS) 13/ 16" JAM I IG-3/ 16 "A, 5/'16" A 1 R. SPA CE, 5/16" LAMI " '- 13/16" LAMI I6-3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1/8-1 HS) 13/16" LA M1 ICY-3116"A. 5/16" AIRSPACE, 5/16" J A N4J (1/8- HS, .090 PVB, 1 /S,,IIS ' -13/16" LA MI IG1 /8 "A, 1/4" AI R. SPA CF, 7/16" LAM [ 3/16 "A, .090 PVB, 3/ 16" � '" 13/16" LA Mi IG 1 /8 "A, [ /4" A IR SPA CE, 7/16" LAMI 3116 "A, .0941 PVB; 3/16" HS} „ 13/16" LA M I IG 1 /8 "A, 1/4" A I R. SPACE 7/ [ 6" LA MI E/1 6"BS. .090 PVB, 3/ 16 ".FLS " 13/16" LAM.IIG3 /16 "A, 3 /16" AIRSPACE 7/16" LAMI (3 /16 "A, .090 PVB, 3/16 "A " 13/16" .LAM I IG3 /16 "A, 3/16" A IR SPACF, 7 /16" LA M1 (3/16"A,090 PVI3 3/16 11H, „ 131W LA Ml IG- 3116 "A, 3/16" A I.R. SPAC1 7 /1.6' LA.lerll (3 /16 "HS, PVB, 3116 -T 1014 SCREEN FRAME (HOR & VFR.) .0% 310iET -HM AL 1630 SCI2rEN CORNER KEY WIRINGS POLYPROP. 1631 SCREEN CORNER K.EY W OUT RINGS 1'i }LYPROP. 1073 SCRFIN SPRING ST.ST, 1624 SCREEN SPLINE - .135 DIA. FOAM EM PVC 1635 SCIZE N SPLINE - .135 DIA.. HARD FM PVC SC bb7q CLOTH I.F. FRAME JAMB # .141, 6063 -76 2 } -- 2.710 —� 8 FRAME ,D , a r1a 3.152 I.F. FRAME SILL #14140, 6063 -T6 ALUM. H'ORVONTAL ROLLER WINDOW,, IMPACT :anci¢11AMec I =TS6� D a gM0. REV: HR71V 1 4927 -10 C PPODer CT RIPPSliD - C WP i illo W1iA *1g r1corida Budding Cabe Av,wlDtauca N-3 ® dQ B%Timon Date "Product A L. Clark, P.E. PE #39712 Structural —.062 I'L 11 jJ0 t 1 3 L2.710---� ( FLANGE FRAME HEAD D #4102K —6063-T6 --4—.062 .490 T-1-1.451-1 SASH STOP W25, 6063-T5 062 1.183 9 �--2.710-� FLANGE FRAME SILL #4136,6063-T6 '061 .437 T—E.461 HORIZ. ROLLER TRACK c 2. 7 I -T 1.187 —I. SASH TOP & BOTTOM RAIL SASH MTG. RAIL 94133, 6063-T5 @ #40 8D,6063HST6 OR 1W 050 .678 GLAZING BEAD, 5/16" 44044B, 6063-T5 (USED W1 GRILL KIT) F.06.00 , 678 GLAZING BEAD 7116". #4222A, 6063-T5 Raysa SY. bate: FX -MV-06Y. 41 t 5kJ7 G NO CHANGE THIS SHEET — 3g-t—wam.. F.K. 10117106 B NO CHANGE THIS SHEET 7FE70—gy Dais: f7 mfaw FX -brawn 5113106 A NO CHANGE THIS SHEET 87 gain. Cheak&d ey. DAIS, F.K 21, A76 J.J. 3123106 52 1.187 J .062— 3.090 I A- FRAME SILL ADAPTER #4137, 6063-T6 07 FIXED MEETING RAIL #40548, 6063HO-T6 TLr--�--7 2 49 4 R. 4 •1V 150-110 -050A;L .678 1.116 - - »—•-® GLAZING BEAD, 7116" @) #985C, 6463•T5 (USED W/ GRILL KIT) 1070 TECMOLCIGY DRIVE EXTRUSIONS NOKMIS, FL 34. Fop P.0 BOX 1529 ALUM. HORIZONTAL ROLLER WINDOW, NOKOMIS, R 147.74 Visib4y Berter $hea* Al, .q Ak, I-ta lf 7 4127-10 IMPACT FA ?RODUCT REMSM a4 i die Florida . CeFIC. -0 .09 de Product Divi ion Robart L, Oark, P.E. PE 43,3712 Structural HOR QUANTITIES, XOX (114A/2 -1f4) N11NDOWS ANCHOR TYPE A SUBSTRATE WINDOW 512E W v H 53.125 x 38.375 48.000 50 -625 54.000 60.000 63.000 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 84.000 x 38.375 48.000 50.625 54.000 60.000 63.E 106.375 x 38.375 4$.000 50.625 54.000 60.000 63.000 111.000 x 38.375 48.000 50.625 54.000 60.000 53.000 TAM = A GLASS TYPES A,B,C,G,H,I 3 1 +C2 +1 +C2 +1 GLASS TYPES 0,E,F,J,K,L - 1 +C2 +2 +C2 +1 2,3, WOOD 1 +C2 +2 +C2 +1 2, CONC 3 1, CONC 1 +C2 +2 +C2 +1 2,3, WOOD 3 2, CONIC 3 1, CONC 3 1 +C2 +2 +C2 +1 ZONES 1 +C2 +2 +C2 +1 3 ZONE 3 1 +C2 +1 +C2 +1 ZONES 1 +C2 +2 +C2 +1 ZONES 1 +C2 +2 +C2 +1 PONES 3 NES 1 +C3 +3 +C3 +1 HEAD & SILL Co HEAD & SILL Co ¢ HEAD & SILL m g HEAD & SJLL Co g HEAT] & SILL m g HEAD & SILL v7 n 3 1 +C3 +4 +C3 +1 1 +C3 +3 +C3 +1 3 1 +C3 +4 +C3 +1 1 +C3a- 3 +C3 +1 3 1 +C4 +4 +C4+1 1 +0+3+C3 +1 3 1 +C4 +4 +C4 +1 1 +C4 7,3 +C4 +1 1 +C2 +1+C2 +1 2 1 +C2 +1 +G2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+ 1 +C2+ 1 3 1 +C2+ 1 +C2 +1 3 1 +C2+ 1 +C2 +1 3 1 +C2+1 +C2+ 1 3 14'C2+ 'l +C2+11 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+ 1+ C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2+ 1 +C2 +1 3 1 +C2 +1 +C2+ 1 3 1 +C2 +1 +C2+ 1 3 1 +C2 +1 +C2+ 1 3 1 +C2 +1 +Ca +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C1 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1+C3 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1' 3 1 +C2 +2 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 0l+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +2+C2 +1 3 02 +1 +C2 +1 3 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3 +1 3 �"t-d 'i 43 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2+C3 +1 3 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2+C2 +1 2 1 +C2 +2+C2 +1 2 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1i 3 1 +C2 +2 +C2 +1 311+r-241+G2+113 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2-12 +C2 +1 3 1 +C3+2 +C3+1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3+1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 � 1+C2+2+ C2+1 W +C2+2+C2+1 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 1 +C2 +2+C2 +1 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 1 +C2 +2 +02 +1 1- }C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 1 +C2 +2+C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2+C2 +1 3 1 +C2 +2 +C2 +1 1+C2 +2 +C2+1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C3 +2 +C3+1 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2+ 1 3 1 +C3+2 +C3+1 3 1 +C3 +2 +C3 +1 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1+C2 +3 +C2 +1 1 +C2+3 +C2 +1 3 1 +C2 +2 +C2 +1 3 i 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3+C3+1 3 1 +C3 +3 +C3 +1 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3+1 1 +C3 +3 +C3 +1 3 1 +02 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 1 +C3 +3 +C3+1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 1 +C2 +3 +C2 +1 2 1 +C2 +2 +C2 +1 2 I +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 1 +C2 +3+C2+1 3 1 +C2+2 +C2 +1 3 1 +C3+3 +C3 +1 3 1 +03 +3 +C3+ 1 1 +C2 +3 +C2 +1 3 1 +C2+2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 1 +C3 +3+C3 +1 3 1 +C2+2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 1 +03+3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 1 +C3+3+C3 +1 3 1 +CZ +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3+C4 +1 1 +C2 +2 +C2 +1 2 1 +C2 +3+C2 +1 1+C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1i 1 +C2 +2 +C2 +1 3 1 +G3 +3 +C3 +1,' 1 +C2 +2 +C2 +1 3 1 +C4 +3+C4 +1 1 +C2 +2 +C2 +1 +3 +C4 +1 1 +C2 +2 +C2 +1 RovfeK & TC: 4 +3 +C4 +1 1 +C2 +3 +C2 +1 2 1 +C2 +4 +C2 +1 �1+CC:2-'+3+C2+1 F.K. C3 +4 +C3+ 1 3 3+C3+1 ADD SPACE DlMif dS1UNS GLASS TYPES G THRU L. C3 +4 +C3 +1 f3l+C4+4+C4+1 1 +C3 +3 +C3 +1 G4 +4 +C4 +1 1 +C3 +3 +C3 +1 � � Ua>fe: 1 +E: - 3 +C4 +1 3 1 +C5 +4 +CS+ 1 1 +C2+ 3+ C2+ 1 2 1+02+4+C2+1 1 +C2 +3 +C2+ 1 3 1 +C3 +4 +C3 +1 1 +C3 +3 +C3 +1 3 1 +C3 +4 +C3 +1 1 +C3a- 3 +C3 +1 3 1 +C4 +4 +C4+1 1 +0+3+C3 +1 3 1 +C4 +4 +C4 +1 1 +C4 7,3 +C4 +1 311+ 6'+4+C5+1 F.K. 4115107 C UPDATE TABLE 4, SELECT VALUES CUE t0 ANCHOR CAP. ADJ. ,vaday: FX �r 10/17/06 8 REVISE ANCHORAGE FORWT, HEAD & SILL CLUSTERS 1070 TEC�tNOLOGY DRIVE M797-- �: RovfeK & NOKMIS, F. 34275 F.K. 5113/06 A ADD SPACE DlMif dS1UNS GLASS TYPES G THRU L. P.O. BoX 1529 a�ey ��': � � Ua>fe: NOKOMIS, Fi. 34274 Vi.s'ibi'y Bet F.K 0!28106 J. J. all" tar NOTES: I. ANCHOR TYPES: 1 - 1140 ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3-#12 STEEL SCREWS (G5) 2. GLASS TYPES; A. 5116" LAMI - (1/8".,.090, 118" A) B. 5116" LAMI - (118" A,.O90, 118" HS) C. g5/r1p6" LAMI - (1/8" HS,.0�9ryry0,rj1)181•4 HS) D. 7116 " LAMI - (3116" A,.090, 31161, A) E. 7116" LAMI - (3116" A X90, 3116" HS) F. 7116" LAMI - (3116" H$,.090,3/16- HS) G. 13116" LAMI IG - 118" OR 3116" A, 5116" OR 318" SPACE, 5116" LAMI - (118" A,.090, 1/8" A) H. 13/18" LAMI IG -118" OR 3/16"A,,5/16" OR 318" SPACE, 5/16" LAMI - (118" A,.090, 118" HS) I. 13116" LAMI IG - 118" OR 3116" A, 5/16" OR 3/8" SPACE, 5116" LAMI - (118" HS,.090, 118" HS) J. 13/160 LAMI IG - 118"' OR 3116" A, 3116" OR 1/4" SPACE, 7116" LAMI - (3/16" A,.090, 3/16" A) K. 13116" LAMI IG -118" OR 3/16" A, 3116" OR 114" SPACE, 7116" LAMI - (3/16"A,.090,3/116" HS) L. 13116" LAMI IG -1/80 OR 3116" A, 3116" OR 114" SPACE, 7/16" LAMI - (3/16" HS „090, 3/16' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/20 MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS, JAMBS: 9" MAX. FROM CORNERS AND 22112" MAX. O.C. TABLE KEY: X O x 1 +C3 +4 +C3 +IT 3 -- ANCHOR QUANTITY PER JAMB LHEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 25 314" max. [--3" MIN. - 9" REF. I- _ a MTG, RAIL, TYP. _ m " k'.4..4 the Florida EXAMPLE CLUSTER W/ QTY OF (3) ANCHORS Q y1 p WN TABLE _� tl.0 '• r ii -r_,, t\ . 0q (SHOWN �N KEY ABOVE) 1 xnir�d"ct"iL�sta t l.3p 25 3/4" MAX. mi'w ade Product e Dn ion p� -1112" TYP. 1-- 3" MIN. - -- ] -- - - -- - -- - . J� -- MTG. RAIL, TYP. J //"-/ EXAMPLE CLUSTER III QTY. OF L4 ANCHORS 1'41� � rr&.: - ANCHORAGE SP XOX (914- ?t2 -9I4 �'' ��, ��, ALUM. HORIZONTAL ROLLER , WINDOW IMPACT se to scum snow. ROber[ L. CIafK P.E, Lva"tinq N". MB°' PE #4712 HR71P NTS 8 4127 -10 (,; Structural 1'1.._ XOX (1/3.113 -1 PES TABLE 61 NOTES: GLASS TYPES C,D,E,F,I.J,K, L ANCIHClR TYPE 2,3, WOOD &SUBSTRATE ZONES 2, CONC 1, CONC 2,3: WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES WIN SI HEAD & SILL W v H E. 7116" LAMI - (3116" A,.090, 3116' HS) HEAD & SILL Q HEAD & SILL d HEAL} & SILL ¢ HEAD & SILL ¢ HEAD & SILL � 48.040x 38,375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1' 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 48.000 1 +C2 +1 +C2 +1 50.625 1 +C2 +1 +C2 +1 54.000 1 +C2 +1 +C2+1 60 =0 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1'3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+02+1 +C2+1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 3 1 +G2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 63.004 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C3 +1 +C3 +1 3 53.125x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1+C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 48.000 1 +C2 +1 +C2 +1 3 1 +C2+ 1 +C2 +1 3 1 +C2 +1 +C2+ 1 3 1 +02 +1 +C2+ 1 3 1 +C2+ 1 +C2+ 1 3 1 +C2 +1 +C2 +1 3 50.626 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +O2 +1 3 1+02+1+C2+113 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 54.000 1+02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 -3 1 +C2 +1 +C2 +1 3 664.004 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +113 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 63,000 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 60. Coo x 36.375 1 +C2 +1 +C2 +1 46.400 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 211+02+1+C2+1 2 1+C2 +1 +C2 +1I 2 1 +C2 + 1 +C2 +1 2 1 +C2+1 +C2 +1 2 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 54.625 1 +C2 +1 +C2 +1 54 -000 1 +C2+1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +113 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 50.004 I +C2+ 1+ C2+ 1 63.000 1 +C2 +1 +C2 +1 3 1 +C2+ 1 +C2+1 3 1 +C2+ 1 +C2+ 1 3 1 +C2+ 1 +C2+ 1 3 1 +C2+ 1 +C2+ 11 3 1+ C3+ 1+ C3+ 1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 66.000x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 48.040 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 50.625 1 +C2+ 1+ C2+ 1 3 1+ C2+ 1+ C2+ 1 3 1+ C2+ 1 +C2+ 1 3 1+ C2+ 1 +C2+ 1 3 1+ C2 +1 +C2+ 1 3 1 +C3+ 1 +C3+ 1 3 54.000 1 +C2 +1 +C2 +1 60.004 1 +C2 +1 +62 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 j 1 +C3 +1 +C3 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1+C3 +1 +C3 +1 3 63.000 1 +C2 +1+C2 +1 74.004x 38.375 1 +C2 +1 +C2 +1 48.000 1 +C2 +1 +C2 +1 54.625 1 +C2 +1 +C2 +1 54.000 1 +C2 +1 +C2 +1 50.000 1 +C2 +1 +C2 +1 63,000 1 +C2 +1 +C2 +1 3 2 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 3 2 1 +C3 +1 +G3+1 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 2 1+CZ +1 +C2 +1 3 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 2 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1: 3 2 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 3 1 +C2+ 1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+ 1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C3 +1 +C3 +1 3 3 1 +C2+1 +C2 +1 3 1 +C3+1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +02 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 3 1+02+1+C2+1 3 1 +C3+ 1 +C3+1 3 1 +C3 +1 +C3 +1 3 1+,2+1+C2+1 3 1 +C3 +1 +C3 +1 3 84.000x 38.375 1 +C2+1 +C2 +1 211+02+1+C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2+1+C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 48.OW 1 +C2 +1 +C2 +1 50.625 1 +C2+ 1 +C2+ 1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 31 1+C3 +1 +C3+1 3 3 1 +C2 +1 +C2+ 1 3 1 +C2 +1 +C2+ 1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+ 1 3 54.000 1 +C2 +1 +C2 +1 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +C3 +1 +C3 +1 3 1 +03 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1+C3 +1 3 3 1 +C2 +1 +C2+1 3 1 +C3+ 1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3+1 3 63,000 1 +0+1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3+1 +C3 +1 4 1 +C3 +1 +C3 +1 3 1 +C4 +1+C4 +1 4 85.437x 38.375 1 +tit +1+G2 +1 48.000 1 +C2 +1 +C2 +1 50.625 1 +C2 +1 +C2 +1 54.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 3 1 +C2 +1 +C2 +1 3 11 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 3 1 +C2 +1 +C2 +1f3 1 +C3 +1+03 +1 3 1 +C3+1 +C3 +1,3 1 +C2 +I +C2 +1 3 1 +C3 +1 +C3 +1 3 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3,1+ 3+1+C3+1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 I 1 +C4 +1 +C4 +1 4 Ft"vso sy: FX 63,000 1 +C3 +1 +C3 Date: r amfo"s: 4115107 C +1 3 1 +C2 +1 +G2 +1 31 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3+1 4 UPDATE TABLES, SELECT VALUES DUE TO ANCHOR CAP. AD,I1 1 +C3 +1 +C3 +1 3 1 +G4 1 CIA) TFt`.71NOLMYDRIVE NOKOMIS, FL34275 P.c BOX 152.9 NOKOMIS, FL 34274 +1+C4 +1 4 pr1d, Visih4y Bart? ev y- F.K. No: 1.0117106 Rsvwofts; 8 REVISEANCf!{ RAOFFORMAT, HEAD & SILL CLUSTERS . Y: 1 K. Date: 5113106 .f64vuv: A ADD SPACE DIMENSIONS GLASS TYPES G TNRU L. arawa or FX Data: 212a'06 Chedwd.9 y J.J. D"tc• 3123106 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3-#12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5116' LAMI - (118" A,.090, 118" A) B. 5116" LAMI - (118" A,.090, 118" HS) C. 5116" LAMI - (118" HS,.090,118" HS) D. 7116" LAMI - (3116" A.090, 3116" A) E. 7116" LAMI - (3116" A,.090, 3116' HS) F. 7116" LAMI - (3116" Hi,.090, 3116" HS) G. 13116" LAMI IG -118" OR 3116" A, 5116" OR 318" SPACE, 5116" LAAAI , (118" A,.€790, 118" A) H. 13116" LAME lea - 118" OR 3116"A, 5116" OR 318" SPACE, 5116" LAMI -(1/8-&.090, 118" HS) 1. 13116" LAMI IG -1/8" OR 3116" A, 5116" OR 318" SPACE, 5/161 LAMI - (118" HS,.090, 118" HS) J. 13/15" LAMI IG -118" OR 3116"& 3116" OR 114° SPACE, 7/16" LAMI - (3116" A,.090, 3116" A) K. 13/16" LAMI IG - 118" CJR 3116" A. 3/16" OR 1/4" SPACE, 7116" LAMI - (3116" A'.090,3116- HS) L. 13/16" LAMI IG -1/8" OR 3116"A, 3/16" OR 114" SPACE, 7/16" LAMI - (3/16" HS,.090, 3116- HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 10 MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 266 314" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22112" MAX. O.C. TABLE KEY: X O X 1 +C3 +1 +C3 +1 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR gUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 25 3/4" MAX. j---i � -3- MIN. �fi - e 9" REF. X f O X a s� F'a•'r:`:'tE;._ :_` 3�"'s V; ati_^.s`9 MTG. RAIL, TYiP. "': ti•a'. ":'•. u { With Lltw Maridla EXAMPLE CLUSTER VW1 QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) w�- 'rstjoa,Dvac edd key mi Da-le 1 rculw G io 25 314 3 MAX. Dry' 1 112" TYP. I -�--3" MIN. 9° REF. X O x MTG. RAIL, TYP. T EXAMPLE CLUSTER W1 QTY. OF (4) ANCHORS DecarlpCav: ANCHORAGE SPACING, XOX 113 -113 -113 raw - ALUM. HORIZONTAL ROLLER WINDOW,, IMPACT Robert L. Clark, P.R. �nrr. soar: steer tax" Rev' PE #39712 HR710 iVTs � �, 11 4 127 -10 C Structural T ' w X TITIES, XO & OX W 213, WOOD GLASS TYPES A 2,3, WOOD 2, CONC> ZONES ZONES < W Tai p_j w in 1 +C2 +1 2 Q =� d ANCHORS TOTAL AT HEAD AND SILL. -a 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2+1 3 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 1 +C2 +1 3 1 +C2 +1 _3 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1+03 +1 4 1 +C2 +1 3 1 +C3 +1 4 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 2 1 +C2 + +1 3 1 +C2 +1 3 1+C3+1 3 1 +C2 +1 3 1 +C3 +1 4 1 +C2 +1 3 1 +C3 +1 4 1 +C3 +1 3 1 +C3 +1 4 1 +C3 +1 3 2 +C2 +2 3 1 +C2 +1 2 2 +C2 +2 4 1 +C2 +1 3 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 4 1 +C3 +1 3 1 + +1 4 1 +C3 +1 3 2 +C2 +2 3 2 +C2 +2 2 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +03 +2 3 2 +C3 +2 4 1 +C3 +1 3 2 +C3 +2 4 1 +C3 +1 3 13, H 1, CONIC ©-j zCO 1 +G2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1+C2+1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C4 +1 2 +C2 +2 2 +C3 +2.. 2 +C3 +2 2 +C3 +2' 2 +C4 +2 2 +C4 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C4 +2 2 +c4 +2 2 +C3 +2 2 +C3 +2 2 +C4 +2 2 +C4 +2 2 +C4 +2 Q Q Q 0 Q 0 0 0 0 0 GLASS TYPES v,D,I 213, WOOD 21 C0NC ZONES ZONES raJ � C7J m < W Tai CENTERED ON THE MEETING RAIL 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 1+C2+1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 2 +C2 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C4 +2 F. K I 4115!07 C GHG. TABLE # TO 6, & SELECT VALUES DUE TO ANCHOR CAP. OW 1.''enisions; F.K. 1Q /t7 /Q6 g REOSE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS F.K. 1 5113106 I A IADD F.K. f 2128106 1 J.J. 1 3123!06 DIMENSIONS To GLASS TYPES G THRI L. O Q Q Q Q 0 0 Q 0 0 0 0 0 0 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +•1 1 +C2+1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1+C2+1 1 +C2 +', 1 +C2 +1. 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1: 1 +C3 +1 1 +C3 +1 1 +C2 +1 1+C2+1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 2 +C2 +2 2 +C2 +2 2 +C2 +2 2 +C3-�2 2 +C3 +2 Q Q 0 q 0 0 Q , F,1,J, K�,�+L 1, CONC 0 —J W 1 +C2 +1 1 +C2 +1 1+C2+1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +03.41 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +02-41 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C4 +1 2 +C2 +2 2 +03-42 2 +C3 +2 2 +C3 +2 2 +C4 +2 2 +C4 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C4 +2 2 +C4 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C4 +2 2 +C4 +2 Q Q Q Q Q Q Q 0 0 0 0 0 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (GS) 2. GLASS TYPES: A. 5116" LAMI - (118" A,.090, 118" A) B. 6116° LAMI - (118" A,.090, 118" HS) C. 5116° LAMI - (118" HS,.090, 118" HS) D. 7116" LAMI - (3116" A,.090, 3116" A) E. 7116" LAMI - (3116" A,.090, 3116" HS) F. 7116" LAMI - (3116" HS,.090, 3116" HS) G. 13116" LAMI IG - 118" OR 3116" A, 5116" OR 318" SPACE, 5116" LAMI - (118" A,.090, 118" A) H. 13116" LAMI IG - 118" OR 3116" A, 5116" OR 318" SPACE, 5116" LAMI - (118 A,.090,118" HS) I. 13116" LAMI IG- 118" OR 3/16-A, 5116" OR 316" SPACE, 5116" LAMI - (118° HS,.090, 118" HS) J. 13116" LAM[ IG -118" OR 3/16'A, 3116" OR 114" SPACE, 7116" LANAI - (3116" A,.090, 3116" A) K. 13116" LAMI IG -118" OR 3/16"A, 3116" OR 114" SPACE, 7115" LAMI - (3116" A,.W0, 3116" HS) L. 13116" LAMI IG - 118" OR 3/16"A, 3116" OR 114" SPACE, 7/16" LAMI - (3116" HS,.090, 3116° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASEL} ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 314" MAX, FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22112" MAX. O,C. TABLE KEY. C x 2 +C3 +2 3 -ANCHOR {QUANTITY PER JAMB HEAT] AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION, (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 8 314" MAX. [--3" MIN. 95 REF. M1I X O 1 MTG. RAIL (SHOWN ABOVE) 18 3W' MAX. — -1 112" TYP. I ---3" MIN. 8 !- 8- 9 9" REF. MTG. RAIL Fxl�i:-ats�n i�astc iZ / pfd Ry i.:a;:c Product G ndr l7' A iuu Robert L. Clark, P.E. PE #397'12 Structural a T d 1 3f4" MIN. E.D. TYP. 2x WOOD BUCK, NOTES: MIN, 3.4 KSI 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADS COUNTY, USE ONLY CONCRETE NOTE 3 1 3/8" iL TAPCONS EMBEDED 1 3J8" MIN, OR 1f4" SS4 CRETE-FLEX EMBEDEd 1 314" MIN., COUNTY APPROVED 1f4" ELGO G � . .MINIMUM C}ISTANCE FROM 'q 'q MIN. ANCHOR TO CONCRETE EDGE IS 1 314 ". FLATHEAD ANCHORS MUST BE 412 TRIMFIT HEAD, q, s NOTE 1,c - _- Ix WOOD BUCK, _ "_- A2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5)OR 1f4'S S4 CREPE -FLEX WITH _. NOTE 3 _ =__ _ _ _ _ - - _ _ - :#12 TRIMFIT HEAD. 1/4" 3• WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1!4" MAX. THA°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRE � CTLY TO SOLID CONCRETE. SHIM U M N 1 112 WOOD BUCKS DEPICTED AS 2x ARE 1 112° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD CONCRETE WOOD SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. ANCHOR, ANCHOR, 4_ FOR ATTACHMENT TO ALUMINUM: THE MATERIAL aHALL BE A MINIMUM STRENGTH OF 6t�1Fi3 -T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL OF 1f8" THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME ( -IE�,� SECTIONS iIVS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE 1 J4" RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING; FOR ANCHOR TYPE 2 MAYBE USED. MAX. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER SHIM 1 1N, 1/40 MAX. SHIM -� (-�-- 1 1/4"M IN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. Mi i (1.5 KSI CMU) rr� f j OR PER NOTE 1 p.,l! . I ! I la; • e (3.4 KSI CONCRETE) WOO!] CONCRETE - ANCHOR, —°°° J+ ANCHOR, _- NOTE 2 ?- }', I I TE 1 I', NO 13/4!' EXTERIOR INTERIORCv MIN. E_D (HEAD 8 SILL, DETAILS A, B, C, D, G � H) - - -- 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 SEE NAILING DETAIL. E � IN OR — DETAIL F (JAMB DETAILS E, F & 1) - — - - TYPICAL FLANGE FRAME JAMB SECTIONS LXTERIOR CONCRETE ® N ANCHOR, WOOD DETAIL NOTE 1 ANCHOR, _ {I°�F�iDI MOTE 2 �l NAILING .131 DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5" 114" 114" TYPICAL DETAILS G, H & I. MAX. MAX. SHIM SHiM q I tic t�::Ti art dp%: .0� q SEE ! i ' ;'' ! 1,'' NI}TE 1 1 3f8° MIN. NAILING - _ _ —. ',' i ! I I''' iasz ndc rttdoa on sl 1 314•" MIN. E.D. TYP• SEE NAILING MIN. 3.4 KSI ¢ - -- -- CONCRETE 2x WOOD :_ {_ ;Y;:_, DETAIL C BUCK: DETAIL - - - NOTE 3 — D�TAUL G (SILL) DEVIL. I (JAMB) TYPICAL FLANGE FRAME SILL SECTIC)NS ,�, - fYPIC�,L INTEGRAL FiIV FRAME SECTIONS Rees 'sr. Mfg: hoxs ons: SF C1T� 1 & 2 Grp NG JM HO. E EPdT X r° F.K. 4115107 � af?LiJ.F. Ffd4A��. CNt�. h'CJT� 5TDF8� "CLlRFiElUT�Cl1Tlt?At° may 2esfl W.. Dote: FC 10117106 Rea +!o,:s. • ,IaBt aA4ErJr� ^b AG E DETAILS 5ttT. REF�r>�NCS NC)K��r9J3. FL 3d275 Tu,:� j d 7e: �41.UMU! HORIZON RULJ:J�R Wf�f>r?CJI�/ F K, Maros a ,� ©t� Nora s, P.C. eox 1529 IMPACT � . Z' cn�wwas }c um. j Robert L. Clark, P.E. F.K. 2x2,9106 „t,�, 3/23rfF i NOKOMIS, FL 34274 v "sihly Bettor "ode' moo: � I r"'�^vmo. Roy.• PE #39712 hRatO 1-IBIf 11 �? 4127-10 C Structural I'- GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS,, 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5116" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER. B. 5116" LAMI CONSISTING OF (1) LITE OF '10 ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A.000 DUPONT BUTACITE OR SAFLEX/KEEPSAFE .MAXIMUM PVB INTERLAYER. C. 5116" LAMI CONSISTING STING OF (2) LITES OF 116" MEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE,01R SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. D. 7116" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3118 - ANNEALED GLASS AND (1) LITE OF 3110" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PV®. F. 7116" LAM[ CONSISTING OF (2) LITES OF 3016" BEAT STRENGTHENED GLASS WITH AN .090 DUPONT SUTACrrE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. G. 13116" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A .000 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. NOA DMWING MAP H. 13116" LAMI ICS: (1) LITE OF 19S" TEMPERED GLASS, AN AIR SPACE AND 616" LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE ' OF 1/0° HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIICEEPSAFE MAXIMUM PVB INTERLAYER. SHEET I. 13116" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED CLASS GENERAL NOTES.............. T WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER, GLAZING DETAILS............ 2 J. 13116" LAMB IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS U'tF'ITH A DESIGN P°RESSURES....... 3 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS ..................... 4 K. 13116" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE VERT.. T. SECTIONS ............. 5 O ............. 5 OF N16" HEAT STRENGTHENED GLASS NTH AN .090 PONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. SECTIONS L. 13118" I IG: (1) LITE OF 11811 TEMPERED GLASS. AN AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS PARTS UST.......,...`........... 0 WITH AN .1380 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. EXTRUSIONS .................... 7 M. 13116" LAMI IG: (1) LITE OF 118" ANNEALED GLASS, AN AIR SPACE AND 5 /1e' LAMI CONSISTING OF (2) LITES OF 118" ANNEALED CLASS WITH AN .090 DUPONT BUITAC;ITE OR CORNER DETAIL .............. 7 SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE .................... B-11 2. CONFIGURATIONS: "OX" (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 7. REFERENCES, TEST REPORTS FTL -4646, FTL -4646, FTL -4547, FTL -4646, FTL -4649, FTL -4650, FTL -4651, FTL -4723. FTL -4957, FTL -4956 AND FTL - 5063. ANSIIAF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. PRwucrR8vi3cD as vomplyius with (IV Flodoe 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY NTH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. CURRENT EDITION INCLUDING THE HIGH VELOCITY ruXdiflacQo cceptmce No °� a HURRICANE ZONE (HVHZ). 1 WA/ W: �a,1 090 SOLUTIA OR DUPONT PV13 INTERLAYER MINN A ,� . . HEAT STRENGTHENED GLASS O LAMINATED GLASS 1/2" IOM. GLASS SITE ,r DID. BITE NOTE: LANII IG OUTBOARD LITES MAY BE UPGRADED TO 3116" WITH NO CHANGE IN DESIGN PRESSURE, EXTERIOR INTERIOR [ (ALL SECTIONS) MUCT 11 EWSED c mptyinS with the F1®vids insas Cade metsnce Me _ f u I SEE DLO x TAME (mm.) 7 L 38 71116" MAX SASH HEIGHT I tIOL-E. pl�* X16114" MAX. VENT DLO (ALL) DETAIL B .DETAIL A VIEW (STANDARD SASH) 1/1 8-4-j PETAIL D VIEWICUSTOM SAS] DETAIL E x c c � Af, 76' MAX, I.F. HEIGHT ,& I 76' MAX. FLANGED HEIGHT 4 REVISM g vNih the Florida do 1. SEE SHEET 5 FOR VERTICAL AND HOFUZONTAL SECnON DETAILS, 2. SEE SHEET 7 FOR CORNER DETAIL MEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. A\ 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS 8 & C) ARE BASED ON A THREE OVER TWO FORMAT. ell REM "A"m $4275 mum . . . . . . . I'll ...... ...... 11 Y Rob rtL. Clark, PE P.O. 69x im N01MMMFLW74 PE 039712 WPM" MAX FIXED LITE DAYLIGHT OPENING RE VENT DAYLIGHT NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR j L2 OM OPTIL BOTTOM LOCKS, (1) 6- FROM EACH SIDE OF SASH. . VENT DAYLIGHT OPENING ---- I Ez m .. P-3-4ma m I I MAX FIXED LITE DAYLIGHT OPENING I OUTSIDE MAX. WIDTH SECTION A-A INTEGRAL FIN (I.F.) FRAME SECTIONS,& IN ■ HIGH SILL LOW SILL HEAD ME RE > T-01161 I mdE4c Dar, AR. 001/11 1 C- N0 CFA A1VGES7M8,qhVk7 WWI R ' 1AW LF SWTIONS A cow TL F9114 g/Ims I.F. FRAME - -2.710u- OUTSIDE NJ SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) Tft MOK01019, FL 342-M P.O. BOX 1520 ALUM. SINGLE HUNG WINDOW, IMPACT N=Mtd, FL SW4 ILI 1 2,710" �11 - 2 LODUCTMWISRD wmplyir* with the Florida Ambig Code m,, Nd 11c 4O -tu m ©' CLOTH rzl Mail r i_''j0 0 PH. BUGLE TEK I; WN H-ESIVE OPEN CELL FOAM PAD 1a -`''� a!i M,�WUANCE BOTTOM : BRACKET T.,11HOM is � ;: � •- s � .�` l #8 X I PHILLIP - gi.. , CM111642, _ ,. SWEEP LATCH EN =WFFnWtA§H FACE GUIDE - �l 0 MELF410, c . 1��' FRAME, LF. HIGH SILL ! SCkEEN FRAME fi_ - CORNER KEYWRINGS m ©' CLOTH rzl Zmm 1 a HEAD #4071A, ,iS i •. IT, 1 P,311 '0r> cT t$EVlsm comoyinS ►vkh the rhwid® p SCREEN i_''j0 0 PH. BUGLE TEK I; WN Zmm 1 a HEAD #4071A, ,iS i •. IT, 1 P,311 '0r> cT t$EVlsm comoyinS ►vkh the rhwid® p ,t Rp FLANGE FRAME JAMB 400 0 RADIUS (USED AS .4 &2 I.F. FRAME 1 or 47 n 2 .062 1 II 2.830 2.330 D FLANGE FRAME SILL (LOW, #4003C, r0• i ErAwsm 1----- 2.27 FIXED MEETING RAIL d TOP RAIL #4064A. 0 3 I, e @ {4008 :YAM .. v� ,g 2.946 3.446 I JAW- FLANGE FRAME SILL (HIGH) * #4050A, . a m • O SEALANT OR GASKET AT HEAD AND SILL SEALANT ALONG ENTIRE JOINT n I.F. FRAME A I II rlic r ,�„ 2.638 0 TECHNOLocy t mvE PtCAFCONIS, FL 34273 i HIL It! • .883 .ate GLAZING BEAD, 13/1611 I+G LIM . . F i om f lho with the Flotidss SO% Caa4v a cmatptyid ©vista The T-larida X ' Y ade P tae iatrei PE #397'12 stmaural ANCHOR QUANTITIES ABOVE MEETING RAIL JIJEAD & JAIVIBSJ_CU$ rOM FLANGED WINDOW HEIGHT MINUS SASH HE FIT TABLET: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE S. SUBSTRATE: 17.125 22.668 28.211 33.754 39.296 44.839 60.382 55.925 ANCHOR TYPE: — ci 0 d L) F.001 WINDOW In is WINDOW GLASS cq N ou zmoojz.,-Zv)ocqz,zqoNZ,-Ztrkocjzv-z,(f)oc,4z�zmo ou 6 cm 0 om o ocl WIDTH o OC40040 z_zmo 0 C4 IN Zo z 0 WIDTH TYPE 8 19.125 D,E,F,J, 1 1 1 1 ....... ..2 KL I I 2_ 1 2 2 1 2 12 2......2 2 1 2......2 1 2. 3---1---2- 31 3 1 2 3 3 3 3 24.000 DE,F,J, 1 1 1 1 1 1 * 1 *4 1 '2'- * 1 1 * 1 * ' 1 * **3 *** * 1 *3 * '' 1 * 2' 1 * *'3 1 1 .2...'. 1 1 1 1 l... 1 K.L 1 1 2 2 2 2 2 i 3 - '1 .3 . _ 4 32.000 D.E,F,J, 1 2 1 1 2 1 1 1 1 1 1 [ 1 2 K,L 1 1 2_ 1 2 2 -- 3 --.- — 2 1 3 3 3 3 3 2 3 4 4 3 5 PSF 79 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 2 2 1 K 1" 1 2 2 '3'* 3 3......4 .. 3 .. 3 3 4 4 4 5 5 4 PSF 791 79 79 79 .3 40.000 D,E,F,j, 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 31 3 4 1_3 4 4 3 4 3 5 1 1 1 PSF 79 76 79 77 79 79 79 44.000 D,E,F,j, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K�L 1-2 3_.....3 3 4 4 4 4 3 5 4 3..... 5 4 6 PSF -6:-- 70 79 70 79 79 71 - 79 1 73 76 1 46.000 EFJ, 2 2 2 2 2 2 2 -7 2 2 3 - 2 2 3 2 '2 3 2 2 2 K., L j----;f-.-2 *******-3*'* 3 4 4 4 6 4 —2 2 —3 PSF 71 79 63 71 791 64.- 74– --io– 77ef 69 53.125 D,E,F,J, 2 --1 2 2 2 2 3 — 2 2 2 3 3 K,L 1 _.12_ 1 1 3 3 ..__4.._ 4 . ..... .. 4 1 6 a3 6 .2 5 6 I3 5 7 6 1_5 ,7 -1 I-E. 2 2 3 MIT �T.,0,-,T"rr"mMz SASH HEIGHT F.001 WINDOW WIDTH iil 2 2 4� WIT4 iifwlknml.�lw�m M.W. �- VMM,7 • YM?777; 17 EME-5 02 "r Vo w a J- A I I I I ff, 771 F 4�llm DD= Riawsm c,amplyiug with The Florida =11, = iL-mea 9 go W. 3.35 KSI MIN. CONCRETE OPTIONAL Ix WOOD BUCK (SEE NOTE 4) MAM 114" MAX. SHIM -A � EXTERIOR INTERIOR AL I, HEAD AND SILL DETAIL ) CONCRETE ANCHOR –(SEE NOTE 1 & 33,& 2x WOOD BUCK— I&(SEE NOTE 4) 13/8" MIN., 1W TAPCON A I • 1.3/4" MIN., 114!CRE7E -FLEX (r 114!' MAX. SHIM 11--ij =I au I I 1 3/8" MIN . ei Mt 1/4- MAX. SHIM w 1 .131"DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5m O.C. WOOD ANCHOR, FH BELOW MEETING,& RAIL. (SEE NOTE 2 & 3) ifillf-11111 - 111:lfilltqjw�, .131" DIA. MIN. x 2112" NAIL, AT CORNERS AND 5" O.C. 114" FRAME MAX. SHIM .131"DIA. MIN. x 2 112' NAIL, AT CORNERS AND 6"O.C. rl,7 Mil . . . . . . . . . . . . NOXOMIS, FL 34275 ri F,O. sqx we NOKOMI&FL34274 t. 1.1-1 DETAIL .q (SILL) LATYWR &I'M-4-1 I inol 9 Z " IIIIIM WIIIIIII 10 0 0 EM-MwIt�11IIIIIIIIIIII: E � REVISED awm the riwds ACWPWACe_140 Robert L. Clark, Pg, PE #39712 St uctural 1 114" MIN. 11--ij =I au I I 1 3/8" MIN . ei Mt 1/4- MAX. SHIM w 1 .131"DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5m O.C. WOOD ANCHOR, FH BELOW MEETING,& RAIL. (SEE NOTE 2 & 3) ifillf-11111 - 111:lfilltqjw�, .131" DIA. MIN. x 2112" NAIL, AT CORNERS AND 5" O.C. 114" FRAME MAX. SHIM .131"DIA. MIN. x 2 112' NAIL, AT CORNERS AND 6"O.C. rl,7 Mil . . . . . . . . . . . . NOXOMIS, FL 34275 ri F,O. sqx we NOKOMI&FL34274 t. 1.1-1 DETAIL .q (SILL) LATYWR &I'M-4-1 I inol 9 Z " IIIIIM WIIIIIII 10 0 0 EM-MwIt�11IIIIIIIIIIII: E � REVISED awm the riwds ACWPWACe_140 Robert L. Clark, Pg, PE #39712 St uctural FEB 0 8 i-4 sZ FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: ADDITION TO JOHN L FORBES 8, LILLIAN CLAVERI Builder Name: Street: 304 NE 99 STREET Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHORES, FL, 33136- Permit Number: Owner: JOHN FORBES 8 LILLIAN CLAVERIA Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing Existing (Projected 9. Wall Types Insulation Area 2. Single family or multiple family Single- family a. Concrete Block - Int Insul, Exterior R =3.0 1200.00 ft2 3. Number of units, if multiple family 1 b. Concrete Block - Int Insul, Exterior R =5.0 736.00 ft' c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 2064 a. Cathedral/Single Assembly (Vented) R =19.0 1008.00 ft2 7. Windows Description Area b. Under Attic (Vented) R= 30.0 548.00 ft2 a. U- Factor: Sgl, U =1.30 357.35 ft2 c. other R= 508.Q0 ft2 SHGC: SHGC =0.75 11. Ducts b. U- Factor: N/A ft2 a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 480 ft2 SHGC: 12. Cooling systems c. U- Factor: NIA ftz a. Central Unit Cap: 58.5 kBtu/hr SHGC: SEER: 16 d. U- Factor: N/A ft2 13. Heating systems SHGC: e. U- Factor: N/A ft2 a. Electric Strip Heat Cap: 34.0 kBtu/hr SHGC: COP:1 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 2064.00 14. Hot water systems Gas Cap: 1 gallons gal gal b. N/A R= 0.9 c. N/A R= nervation FY ervation features e 15. Credits ;. $3 A SS Pstat PA s- Total A l Glass/Floor Area: 0.173 I I s 64 I hereby certify that the plans and specifications covered by this calculation are in comp nce with the Florida Energy Review of the plans and specifications covered by this JnIF Code. calculation indicates compliance" _- ,;�,�`'�,.� with the Florida Energy Code. PREPARED BY: _ _ ___ __ ___._ ______. DATE: __._ -__� �_- /'L_ -_ Before construction is completedW3w this building will be inspected for # compliance with Section 553.908 I hereby certify t t this building, as designed, is in compliance with the Florida nergy Code.�p/j'� Florida Statutes, f OWNER/AGENT: __ ____._.___._____._._ ______.. BUILDING OFFICIAL: DATE: _ - DATE: _ W fit: Y } 4 � r N•� 1/1212012 5:35 PM EnergyGaugeS USA - FlaRes2008 Page 1 of 5 PROJECT Title: ADDITION TO JOHN L FORB Bedrooms: 3 Adress Type: Building Type: FLAsBuilt Conditioned Area: 2064 Lot # Owner: JOHN FORBES & LILLIAN CL Total Stories: 1 SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 304 NE 99 STREET Permit Office: MIAMI SHORES Cross Ventilation: No County: MIAMI -DADE Jurisdiction: 232600 Whole House Fan: No City, State, Zip: MIAMI SHORES, Family Type: Single- family FL, 33138 - New /Existing: Existing (Projected) Comment: CLIMATE J IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL_AP 1 51 90 75 70 149.5 56 Low FLOORS # Floor T ype Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulation 234 ft 0 2064 ft2 0 0 1 ROOF v Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Barrel tile 2127 ft2 0 ft2 Dark 0.96 No 0 14 deg ATTIC v # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Partial cathedral ceili Vented 300 2064 ft2 N N CEILING # Ceiling Type T R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 548 ft2 0.2 Wood 2 Cathedral/Single Assembly (Vented) 19 1008 ft2 0.11 Wood 3 Under Attic (Vented) 19 508 ft2 0.11 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R -Value Area R -Value Fraction Absor. 1 S Exterior Concrete Block - Int Insul 5 256 ft2 2 0 0.3 2 E Exterior Concrete Block - Int Insul 5 224 ft2 2 0 0.3 3 W Exterior Concrete Block - Int Insul 5 256 ft2 2 0 0.3 4 W Exterior Concrete Block - Int Insul 3 448 ft2 2 0 0.3 5 E Exterior Concrete Block - Int Insul 3 464 ft2 2 0 0.3 6 N Exterior Concrete Block - Int Insul 3 288 ft2 2 0 0.3 DOORS # Ornt Door Type Storms U -Value Area 1 N Wood None 0.2 20 ft WINDOWS Orientation shown Is the entered, asBuilt orientation. / Overhang 1/ # Omt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 S Metal Single (Clear) Yes 1.3 0.75 N 17.70833 0 ft 6 In 10 ft 0 In HERS 2006 None 2 W Metal Single (Clear) Yes 13 0.75 N 33.33333 20 ft 0 in 9 ft 0 in HERS 2006 None 3 W Metal Single (Clear) Yes 1.3 0.75 N 17.35416 1 ft 0 in 5 ft 0 in HERS 2006 None 4 W Metal Single (Clear) Yes 1.3 0.75 N 14.23611 1 ft 0 in 5 ft 0 in HERS 2006 None 5 W Metal Single (Clear) Yes 1.3 0.75 N 4.340277 0 ft 0 in 0 ft 0 in HERS 2006 None 6 N Metal Single (Clear) Yes 1.3 0.75 N 40.83333 0 ft 6 in 6 ft 0 in HERS 2006 None 7 N Metal Single (Clear) Yes 1.3 0.75 N 42.875 ft2 0 ft 6 in 6 ft 0 in HERS 2006 None 8 E Metal Single (Clear) Yes 1.3 0.75 N 37.5 ft2 0 ft 6 in 7 ft 0 in HERS 2006 None 9 E Metal Single (Clear) Yes 1.3 0.75 N 40.5 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None 10 E Metal Single (Clear) Yes 1.3 0.75 N 12 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None 11 W Metal Single (Clear) Yes 13 0.75 N 26.66666 0 ft 0 in 0 ft 0 in HERS 2006 None 12 W Metal Single (Clear) Yes 1.3 0.75 N 36 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None 13 W Metal Single (Clear) Yes 1.3 0.75 N 34 ft2 0 It 6 in 7 It 0 in HERS 2006 None INFILTRATION & VENTING / --- Forced Ventilation - Run Time Fan V/ Method SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 1949 7.08 107.0 201.2 0 cfm 0 cfm 0 0 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit Split SEER: 16 58.5 kBtu/hr 1755 cfm 0.7 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Strip Heat None COP: 1 34 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Natural Gas 0.9 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply -- — Return ---- Air Percent V # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 480 ft2 Interior 98 ft2 Default Leakage Interior (Default) c (Default) % TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Heating Jan Feb JXXJ Feb X Mar Mar Apr �xx � Apr [X] Ma May X Jun jXj Jul Jun X Jui X Aug Aug j Se Sep X Oct X p Oct 0 Nov Nov j] Dec X] Dec Ventin X Jan X Feb X Mar lX� XAr EX] X May X Jun X Jul lX1 X Au (Xj IX] X Se [X] Oct Nov I(X]] Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 -- 3 4 — 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78— - -- 78 - -- 78 - -- 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 FORM 1100A -08 Code Compliance Gheklist Residential Whole Building Performance Method A - Details ADDRESS: 304 NE 99 STREET PERMIT #: MIAMI SHORES, FL, 33138- INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIRE_M_E_NTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum_3_cfm /s .ft. window area; .5 cfm /s .ft. door area. provided. External or built -in heat trap required_ _ Exterior & Adjacent Walls N1106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & Non- commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. frames, surrounding wall; foundation & wall sole or sill plate; joints H _pool heaters_ shall have a minimum COP of 4.0. _ Shower heads ! N1112.A6.2.4 Water flow must be restricted to no more than 2.5 gallons per between exterior wall panels at corners; utility penetrations; minute at 80 PSIG. Air Distribution Systems N1110.AB between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the Ducts in unconditioned attics: R-6 min. insulation. Floors N1106.AB.1.2.2 Penetrations /openings > 1/8" sealed unless backed by truss or joint members. j EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the meter penetrations and seams. Ceilings N1106.AB.1 2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. sides. Common ceiling & floors R -11. Recessed Lighting Fixtures N1 106.AB. 1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from j insulation; or Type IC with < 2.0 cfm from conditioned space, tested.:_ - Multi-story Houses N1106.AB.1.2.5 ! Air barrier on perimeter of floor cavity between floors. — Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS -------- - - - - -- CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch 11 or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required_ _ Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non- commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. - H _pool heaters_ shall have a minimum COP of 4.0. _ Shower heads ! N1112.A6.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for I system__ Insulation N1104.AB.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both N1102.B.1.1 sides. Common ceiling & floors R -11. ENERGY PERFORMANCE LEVEL (EPL) ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. 304 NE 99 STREET, MIAMI SHORES, FL, 33138- 1. New construction or existing Existing (Projected 9. Wall Types Insulation Area 2. Single family or multiple family Single- family a. Concrete Block - int Insul, Exterior R =3.0 1200.00 ft2 b. Concrete Block - Int Insul, Exterior R =5.0 736.00 ft2 3. Number of units, if multiple family 1 c N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 2064 a. Cathedral /Single Assembly (Vented) R =19.0 1008.00 ft2 7. Windows ** Description Area b. Under Attic (Vented) R= 30.0 548.00 ft2 a. U- Factor: Sgl, U =1.30 357.35 ft2 c. other R= 508.00 ft2 SHGC: SHGC =0.75 11. Ducts b. U- Factor: N/A ft2 a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 480 ft2 SHGC: 12. Cooling systems c. U- Factor: N/A ft2 a. Central Unit Cap: 58.5 kBtu/hr SHGC: SEER: 16 d. U- Factor: NIA ft2 13. Heating systems SHGC: a. Electric Strip Heat Cap: 34.0 kBtu/hr e. U- Factor: N/A ft2 SHGC: COP: 1 14. Hot water systems 8. Floor Types Insulation Area a. Natural Gas Cap: 1 gallons a. Slab -On -Grade Edge Insulation R =0.0 2064.00 ft2 b. N/A R= ft2 EF: 0.9 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: City /FL Zip: *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the * *Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Residential System Sizing calculation Summary Project Title: Code Only 304 NE 99 STREET ADDITION JOHN L FORBES & LILLIAN CLAVERIA Professional Version MIAMI SHORES, FL 33138- Climate: South I re nInn-i n Location for weather data: Miami - Defaults: Latitude(25) Altitude(11 ft.) Temp Range(L) Load Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 58 r. sqft 9082 Winter design temperature 50 F Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heating load calculation 27229 Btuh Total cooling load calculation 51788 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of talc Btuh Total (Electric Strip) 124.9 34000 Sensible (SHR = 0.70) 93.9 40950 Ventilation 0 cfm Latent 215.2 17550 27229 Total 113.0 58500 Winter HPatinn I nad ffnr 90RA cnft) Load component Load Window total 358 sqft 9082 Btuh Wall total 1936 sqft 6069 Btuh Door total 20 sqft 216 Btuh Ceiling total 2064 sqft 1860 Btuh Floor total 234 sqft 5522 Btuh Infiltration 204 cfm 4479 Btuh Duct loss 0 Btuh Subtotal 27229 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 27229 Btuh Summer Cooling Load (for 2064 saftl Load component Load Window total 358 sqft 18864 Btuh Wall total 1936 sqft 5857 Btuh Door total 20 sqft 324 Btuh Ceiling total 2064 sqft 2960 Btuh Floor total 0 Btuh Infiltration 116 cfm 1906 Btuh Internal gain 3720 Btuh Duct gain 0 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 43631 Btuh Latent gain(ducts) 0 Btuh Latent gain(infiltration) 4557 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal /occupants /other) 3600 Btuh Total latent gain 8157 Btuh TOTAL HEAT GAIN 51788 Btuh Duu 0'A Floors(20 %) Wvllb(22%) i . • , Ldterd irdernW(7 %) Ird Gelr InU (12%) Doors(1` wt Celangs(M) ndows(39%) 95(7%) EnergyGauge® System Sizin e Version 8 PREPARED BY: ''''•.::Y`�% For Florida residences only DATE: ' EnergyGauge(& FLRCPB v4.5 System Sizing Calculations - Summer Residential Load - Whole House Component Details Project Title: Code Only 304 NE 99 STREET ADDITION JOHN L FORBES & LILLIAN CLAVERIA Professional Version MIAMI SHORES, FL 33138- Climate: South Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F 1/12/2012 Windows I July excursion for System 1 S2 1831 Btuh Excursion Subtotal: 1831 Btuh j - - - Duct load ' 0 Btuh _ _ _ ._ . j Sensible Excursion Load 1831 Btuh Mum Type Overhang I Window Area(sqft) HTM Load Window PNSHGClU /InShlExSNIS Ornt Len HcL Gross Shaded Unshaded Shaded Unshaded 1 1, Clear, 1.27, B -M, N,H s-,-0.5ft. 1Oft. f - - 17.7 0.0 17.7 24 27 475 Btuh 2 1, Clear, 1.27, B -M, N,H W 20ft. 9ft. ; 33.3 33.3 0.0 24 62 809 Btuh 3 1, Clear, 1.27, B -M, N,H W 1 ft. 5ft. 17.4 0.3 17.0 24 62 1056 Btuh 4 1, Clear, 1.27, B -M, N,H W 1ft. 5ft. 14.2 0.0 14.2 24 62 877 Stuh 5 1, Clear, 1.27, B -M, N,H E Oft. Oft. I 4.3 0.0 4.3 24 62 267 Btuh 6 1, Clear, 1.27, B -M, N,H N 10.5ft. Eft. 40.7 0.0 40.7 24 24 987 Btuh 7 1, Clear, 1.27, B -M, N,H N 0.5ft, Eft. 42.9 0.0 42.9 24 24 1040 Btuh 8 1, Clear, 1.27, B -M, N,H E 0.5ft. 7ft 1 37.5 0.0 37.5 1 24 62 2310 Btuh 9 ! 1, Clear, 1.27, B -M, N,H E Oft. Oft 40.7 0.0 40.7 24 62 2505 Btuh ; 10 1, Clear, 1.27, B -M, N,H E Oft. Oft. 12.0 0.0 12.0 24 62 739 Btuh 11 1, Clear, 1.27, B -M, N,H W Oft. Oft 26.5 0.0 26.5 24 62 1632 Btuh 12 1, Clear, 1.27, B -M, N,H W Oft. Oft 36.0 0.0 36.0 24 62 2217 Btuh 13 1, Clear, 1.27, B -M, N,H W 0.5ft 7ft 34.4 0.0 34.4 24 62 2118 Btuh Window Total Type 358 _ _..._.._.(S4 R- Value /U -Value ft ). _...._..._.. - -- �---- Area(sqft) - - - - -- HTM 17033 Btuh Walls Load 1 Concrete Blk, - Ext 5.0/0.14 736.0 2.6 1936 Btuh 2 Concrete Blk, - Ext 3.0!0.17 1200.0 3.3 3921 Stuh Wall Total 1936 sgft) _ 5857 Btuh Doors Type Area (sqft) HTM Load 1 Wood - Exterior 20.0 16.2 324 Btuh Door Total _ i _ _ _ (sgft) 324 Btuh Ceilings Type /Color /Surface R -Value - _20 Area(sqft) HTM Load 1 I Vented Attic /DarkTile 19.0 508.0 1.7 847 Btuh 2 Single Assembly /DarkMembrane 19.0 1008.0 1.5 1520 Btuh 3 Vented Attic /DarkTile 30.0 548.0 1.1 593 Btuh Ceiling Total 2064 (sgft) 2960 Load Btuh Floors Type R -Value Size HTM 1 Slab On Grade Floor Total 0.0 234 (ft(p)) 0.0 0 Btuh 234.0 (sgft) Zone Envelope - Subtotal: -- 0 Btuh 26173 Btuh EnergyGauge® FLRCPB v4.5 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Code Only 304 NE 99 STREET ADDITION JOHN L FORBES & LILLIAN CLAVERIA Professional Version MIAMI SHORES, FL 33138- Climate: South 1/12/2012 Infiltration Type ACH Volume(cuft) wall area(sqft) CFM= � SensibleNatural 0.4216512 115.6 Load 1906 Btuh Internal , -- .,-1936 Occupants Btuh /occupant Appliance Load gain 4 X 230 + 2800 Sensible Envelope Load: 3720 Btuh 31800 Btuh Duct load Average sealed, Supply(R6.0-Cond.), Return(R6.0-Cond) (DGM of 0.000) Sensible Zone Load 0 Btuh 31800 Btuh EnergyGaugeS FLRCPB v4.5 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Code Only 304 NE 99 STREET ADDITION JOHN L FORBES & LILLIAN CLAVERIA Professional Version MIAMI SHORES, FL 33138- Climate: South 1/12/2012 1. Central Unit # 7-58500 Btuh *Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEF' for default) (Irish - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Half(H)) (Omt - compass orientation) !•;^Y,; .. JAS. Version 8 For Florida residences only EnergyGauge(& FLRCPB v4.5 Page 3 Sensible Envelope Load All Zones 33631 Btuh Sensible Duct Load 0 Btuh Total Sensible Zone Loads 33631 Btuh Sensible ventilation 0 Btuh Blower 10000 Btuh Whole House Total sensible gain 43631 Btuh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) 4557 Btuh Latent ventilation gain 0 Btuh Latent duct gain 0 Btuh Latent occupant gain (4 people @ 200 Btuh per person) 800 Btuh Latent other gain 2800 Btuh Latent total gain 8157 Btuh TOTAL GAIN 51788 Btuh 1. Central Unit # 7-58500 Btuh *Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEF' for default) (Irish - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Half(H)) (Omt - compass orientation) !•;^Y,; .. JAS. Version 8 For Florida residences only EnergyGauge(& FLRCPB v4.5 Page 3 System Sizing Calculations - Winter Residential Load - Whole House Component Details Project Title: Code Only 304 NE 99 STREET ADDITION JOHN L FORBES & LILLIAN CLAVERIA Professional Version MIAMI SHORES, FL 33138- Climate: South Reference City: Miami (Defaults) Winter Temperature Difference: 20.0 F 1/12/2012 Window Panes /SHGC /Frame /U Orientation Area s ft X HTM= Load 1 1, Clear, Metal, 1.27 S 17.7 25.4 450 Btuh 2 1, Clear, Metal, 1.27 W 33.3 25.4 847 Btuh 3 1, Clear, Metal, 1.27 W 17.4 25.4 441 Btuh 4 1, Clear, Metal, 1.27 W 14.2 25.4 362 Btuh 5 1, Clear, Metal, 1.27 E 4.3 25.4 110 Btuh 6 1, Clear, Metal, 1.27 N 40.7 25.4 1033 Btuh 7 1, Clear, Metal, 1.27 N 42.9 25.4 1089 Btuh 8 1, Clear, Metal, 1.27 E 37.5 25.4 952 Btuh 9 1, Clear, Metal, 1.27 E 40.7 25.4 1033 Btuh 10 1, Clear, Metal, 1.27 E 12.0 25.4 305 Btuh 11 1, Clear, Metal, 1.27 W 26.5 25.4 673 Btuh 12 1, Clear, Metal, 1.27 W 36.0 25.4 914 Btuh 13 1, Clear, Metal, 1.27 W 34.4 25.4 873 Btuh Window Total 358 s ft 9082 Btuh Walls Type R -Value Area X HTM= Load 1 Concrete Blk, - Ext(0.14) 5.0 736 2.7 2006 Btuh 2 Concrete Blk, - Ext(0.17) 3.0 1200 3.4 4064 Btuh Wall Total 1936 6069 Btuh Doors Type Area X HTM= Load 1 Wood - Exterior 20 10.8 216 Btuh Door Total 20 216Btuh Ceilings Type /Color /Surface R -Value Area X HTM= Load 1 Vented Attic /D/Tile 19.0 508 1.0 498 Btuh 2 Single Assembly /D /Memb 19.0 1008 1.0 1013 Btuh 3 Vented Attic /D/Tile 30.0 548 0.6 349 Btuh Ceiling Total 2064 1860Btuh Floors Type R -Value Size X HTM= Load 1 Slab On Grade 0 234.0 ft(p) 23.6 5522 Btuh Floor Total 234 5522 Btuh Zone Envelope Subtotal: . 22750 Btuh Infiltration Type ACH X Volume(cuft) walls(sqft) CFM= Natural 0.74 16512 1936 203.6 4479 Btuh Ductload Average sealed, Supply(R6.0- Cond.), Return(R6.0- ConcCDLM of 0.000) 0 Btuh Zone #1 Sensible Zone Subtotal 27229 Btuh EnergyGauge® FLRCPB v4.5 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: Code Only 304 NE 99 STREET ADDITION JOHN L FORBES & LILLIAN CLAVERIA Professional Version MIAMI SHORES, FL 33138- Climate: South 1/12/2012 Subtotal Sensible 27229 Btuh Ventilation Sensible 0 Btuh Total Btuh Loss 27229 Btuh .... ................. ..... ....... ...... - ............... .......... ......... ..... .......... ........... ........... .... ...... .. .... 1. Electric Strip 1 1 34000 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U-Factor or'DEF'for default) (HTM - ManuaU Heat Transfer Multiplier) ..................... Key: Floor size (perimeter(p) for slab-on-grade or area for all other floor types Version 8 For Florida residences only EnergyGauge@ FLRCPB v4.5 Page 2 010 20 1 inch = 20 fL . .... . .... ................. ....... . .......... t�:E:- 99th ' STREET . . -..... -. - ..... -..... -..... -. ... -..... -.. .. -..... - ... - ZO' PAVEMW .15' R ..... ............................ LEGE-EM. LEGAL DESCRIPTION v 0 m o� 0 A/C ° m cmmma LOT 0 & 12 BLOCK 41, OF Aff I SHORES SAXTION i "ENDED , flocom . ACCORArNC TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK NO) _ �'�� 10, AT PAGE 70. OF THE PUBLIC RECORDS OF DADE COUNTY. FLORIDA. Vi G80 = CONt A CUTO Me. CO OWE A =ETA OE - GROMAGIE RASDW F.FE = FBI ROM EIDATB01 F.O.H. - FOW OR&l. HOLE L = 1flN61H CERTIFICATION OF RCUNDRY SURVEY: La - UM 141M EAS9W ULE - UK MA@IENANIX EAMOT 1 MW CUWY THAT THIS Stmt' WS WE WW MY FEMMILIE OM AND TO Tiff BEST OF MY NROB.M AND (N) - IffASa Mo. THO SURIA:Y 1EE S THE WON TE06OGAL STABS AS SET FffiEi BY W BM OF PWWONk LAND O/S _ am SURIEYORS 11 0W 6107 -6 R.OIIDA AOiOO.SIRATK GOIE PURSUANT TO SECAl1A1 472027, FU1RDtA STATUTES. (P) =PLAT PL = PLANO P.O.B. - PONT OF MOM P.O.G. = POINT OF MMMDCMT P.C.P. = PERYAMENT COIlWM PONT PL PRY. = PENIAM RE ama almum R = RAD6L5 (R) =RECORD JULIO S. PITA, R/W - RRM OF MY PROFESSIONAL' VEYOR SIP. - SET D(ON PRA LICENSE NO. PSdf 5789 SIR = SET WM RO} STATR OF FLORDA ME = URM EASE OT � = VALLEY A i;Um SYMBOL. JSP SURVEYORS, INC. GENERAL NOTES, IM CAXH BASIN LAND SURVEYORS 1) BASS OF BEARING: AS PER PLAT (m WAI R mm LB 6971 2) ELEVooNs SHOMN HEREON ARE RELATm TO NAm1Al. GEODm 1lQtTI & DATUVI(N.G V.D.) ' UTILITY Fw 7805 CORAL WAY. SWE 1164 WAMI, FLORIDA 33155 3) LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR AOAACENTTO THE PROPERTY MERE UGliT POLE PAVAR (305) 262- -2404 NOT SECURE AS S Cti MRMATIO+) WAS NOT REQUESTED, FIRE HVMW SNCTWN-. 32 -54 -41 COUNTY: DARE 4) NOT VALID NIHOUT THE SIGNATURE AND THE ORINAL RAISED SQL OF A FLEA LICENSED ® CAME �x SURVEYOR AND MAPPER. CEnff= TO-- JOHN L. FORBES 5) THIS SURVEY IS NOT INTENDED fOR CONSTRUCTION PURPOSES fa ELE m Box 6) ENCIMONENTS AND VIOLATIONS ON SURVEY(IF ANY): — — OVERHEAD UNE (OH) — x — CWM LW FBCE {CIFj 304 AW 99 STRIE= MIAMI SHORES, FL WOOD FENCE (tip -i] — METAL FENCE (tom IYAP�C_ s E Hli oar. �s1_�_a —nom r_zsno�e s 19, .. If . Lumber design values are in accordance with ANSI/TPI 1 -2007 section 6.3 These _ designs rely on lumber values established by others. Miiek- - M OCT 0 4 2011 POWER To PERFORM. � RE: 70257 - Forbes Residen a —, MiTek Industries Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610 -4115 Customer Info: TCS CONTRACTING CORP Project Name: FORBES RESIDENCE Model: Lot/Block: Subdivision: Address: 304 NE 99 ST City: MIAMI SHORES State: FL Name Address and License # of Structural Engineer of Record, If there Is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Shown Special Loading Conditions): Design Code: FBC2007/TP12002 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7 -05 Wind Speed: 146 mph Floor Load: N/A psf Roof Load: 55.0 psf This package Includes 15 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15- 31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# T Truss Name Date �2 T4182121_ -J A A2 9/26/011. 14 T4182123 I I B1 1 19/261011 5 ._[T41821241B__ _ __ - - 1 1.9/26/011- 17 T4182126_ f D D1 19/2&0111 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2013. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI -1 Sec. 2. %%0111111111111 ®, ® ®% aU I N F o 8182 ,t - ®e• STATE OF e: -Q ,® A- P . ®� FL Cert. 6634 September 26,2011 Velez, Joaquin 1 of 1 Job T Truss Type Qty Ply Forbes Residence 7418212 70257 Al COMMON 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.260 s Aug 25 2011 MRek Industries, Inc. Mon Sep 2612:49.07 2011 Page ID:SdJae5jmPWLOgqrg9Yri75z_81J _ 2J( bc)(Bbt5EZJgcLWkf578wgzBh9M )Ct3mj7kEeyZm 1 -10-0 7-b$ 13.0 -12 18-8 -2 24-2-0 1 -11}-0 6-7-6 5-7-6 5-7-6 6-5-14 Scale = 1:42.9 4x10 = 4 6.00 12 2x3 \\ 4x4 3 6 12x12 = 6x8 i 6 2 1 Iq ° 3x6 i 10 9 12 8 11 3x4 = 3x8 = 3X4 = 7 1 6-0 1 1 9.4-5 16-9 -3 24 -2-0 1 8-0 7-66 7-4 -14 7-4 -13 Plate Offsets 2:0-3 -60-5 6:E 0 3 6 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loo) Vdefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 1.00 Vert(LL) 026 8-10 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.75 Vert(rL) -0.44 8-10 >607 240 BOLL 0.0 • Rep Stress Inca YES WB 0.95 HOrz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2007/TPl2002 (Matrix) Weight: 117 b FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-10 -7 oc bracing. WEBS 2 X 4 SYP No.3 *Except* MTek recommends that Stabilizers and required Boss bracing be 6-7: 2 X 4 SYP M 30 Installed during truss erection, in accordance with Stabilizer wit Installation guide. REACTIONS (Ib/size) 11= 1410/0 -8-0 (min. 0- 1 -11), 7= 1266/Mechanical Max Horz 11 =85(LC 3) Max Uplift11— 1348(LC 3), 7- 1072(LC 3) FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1- 2- 1525/1062, 2 -3= 1915/1583, 3-4--1671/1568,4-6--1721/1610,5-6--579M6, 6-7 =- 457/531 BOT CHORD 1- 11- 1150/1570,10 -11 -1238/ 1570, 9-10=- 738/1175, 9-12- 738/1175, 8- 12=-738/1175, 7-8= 1246/1578 WEBS 4- 8--484/578, 5.8— 3231517, 4-10 -- 425/524, 3-10= 3651556, 2 -11- 985/1120, 5-7- 1379/1034 NOTES �yitlllll/f 1) Unbalanced roof live loads have been considered for this design. , ®1® v N V 2) Wind: ASCE 7- 05;146mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =17ft; Cat. 11; Exp C; enclosed; C-C Exterior(2); cantilever left 4 Q ®� exposed; Lumber DOL =1.33 plate grip DOL =1.33 3) This buss has been designed for 10.0 bottom chord live bad nonconcurrent with any other live loads. E•N�� ®i S� ° •? �, a pat o 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tag by 2 -0-0 wide will fit • between the bottom chord and any other members, with BCDL = 10.Opsf. . N ( 68182 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanics! connection (by others) of truss to bearing plate capable of withstanding 1348 lb uplift at joint 11 and 1072 Ib uplift at joint 7. LOAD CASE(S) Standard '•° T 0-'F-tjj ° .• ®�%� 10 L �� ®® ff 1 if1111% FL Cert. 6634 September 26,20 ® WAMM - 7.1& d.1gn p...d..dREW MnM OM IWS AIIID B=UDBt P"MEKWE PEGS M7 -74?3 rev. 10-Va B6FORR U6&. Dedgg valid for use only with MRek connectors. ThIs design is based only upon parameters shown, and b for on individual building component. Applicability of design=enters and proper Incorporation of component is responsUly of binding designer - rmt truss designer. Bracing shown ,�� o' is for lateral port of Individual wecb members only. Additional temporary tracing to Insure stabnity d construction is the respordbnlHy of the 506 fabrication, qualoHy permanent storage, dellvery, erection and acing �t ANS / Pit Quality Criteria, S 9 andd 8=1 guidance ilding Ca p regarding Safety Information avalable from Tnss Plate Institute, 781 N. Lee Sheet Suite 312 Alexandria. VA 22314. 8904 Parka East Tampa, FL 33810 -411 -411 b Job Truss Truss Type Qty Ply Forbes Residence T4182121 70257 A2 COMMON 3 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.250 s Aug 25 2011 MITek Industries, Inc. Mon Sep 2612:49:07 2011 Pag ID: 8d-ge5jmPWL09grg9Yrf75z_ 8W-- 7X IxXBbtSEZJgcLWkf578 wvHBpzMeLl3mi7zEeyZm 11.11-0 -11 -8-0 , = 0 .3.0 3x6 Scab =1:40.6 3x4 II 3 46 ao0 12 5x6 2 4x6 11 1 8 7 6 3x5 II 2x3 11 7x8 6S6 11.8.0 6.6.6 5-1 -11 Plate Offsets 3:0-3-0 E e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TOLL 30.0 Plates Increase 1.33 TC 0.66 Vert(LL) 0.05 7 -8 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 025 Vert(rL) -0.06 7 -8 >999 240 BOLL 0.0 ` Rep Stress Incr YES WB 0.45 Horz(rL) -0.01 6 n1a Ma BCDL 10.0 Code FBC2007frP12002 (Matrix) Weight: 6lm FT =0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural Wood sheathing directly applied or 6-0-0 oc purfins, except BOT CHORD 2 X 4 SYP M 30 end verticals. WEBS 2 X 4 SYP No.3 `Except` BOT CHORD Rigid ceiling drcectly applied or 7 -10-14 oc bracing. 1-8:2 X 4 SYP M 30 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, In accardance with Stabilizer Installation guide. REACTIONS pb/ size) 8=825/Mechanical, 6=662fMschanical Max Horz8=826(LC 3) Max UpIM-- 451(LC 3), 6= 879(LC 3) FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or lass except When shown. TOP CHORD 1-2--712t372,4-6-214=5, 1-8-- 5521505 BOT CHORD 7-e--763/620,6-7--763620 WEBS 2.6=- 639/954 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05;146mph (3- second gust); TCDL=12psf; BCDL =3.W,, h=17ft; Cat. 11; Exp C; enclosed; C-C Exterior(2); Lumber 1111111 ! DOL- -1.33 plate grip DOL =1.33 3) This truss tuts been designed for a 10.0 psf bottom chord live load nonoon urrent with any other live loads. , `ICI U IN ,B , ! ` Q ��i� ` ®� P, • ' ........ 4) This truss has been designed for a live toad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 -0-0 wide will frt ®� Q . E S ° between the bottom chord and any other members. �` •? *� 5) Refer to girder(s) for truss to truss connections. ° • ® i N 68182 :: 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 451 lb uplift at joint 8 and 879 lb uplift at joint ; * o 6. e LOAD CASE(S) Standard r -C s� W T ®F : s � N `� ®!!111111 ®\ FL Cert. 6634 September 26,20 WdR(10NG' 9 ASR p�de�s sad MMD MDnM OX MS MM 7M MJW i RWMPXVB PAGRIN 7473 rev. 30-WS BEFORE USE. ° Design valid for use orgy with Mffek connectors. This design B based only upon parameters shown, and is for an Individual building component. rlcl of design =entem and proper Incorporallon of component Is responsibility of building design - not truss designer. Bracing shown b for lateral support of Individual web members orgy. Additional temporary bracing to froze stability during construction is the resporebllfty of the Net erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrtcalon, quality control, storage, deiMery, erection and bracing, consult ANSI /lpll �alily Criteria, DSB•89 and BSI Buldfng Component 6904 Parke East Blvd. Safety Informallon ovalable from Tees Plate hdk te, 781 N. Lee Sheet, Suite 312 Alexandria VA 22314. Tampa, FL 336104115 Job Tares Truss Type Qty Ply Forbes Residence T4182122 70257 A COMMON 7 1 Job Reference (optional) Clambers Truss Inc., Fort Pierce R. 34982 7250 s Aug 25 2011 MITek Industries, Inc. Mon Sep 26 12:49:05 2011 Pag ID:8d ge5jmPWL09grg9Yrf75z_ eIJ- 1bPGWr9LM' t' _r4MSzPJcd2jrYdNOAumamJQeg9myZm 1 -10-0 7-5-8 13 -0.12 18.8 -2 24.38 26-1-8 1 -10-0 5 -7.6 5 -7-6 5 -7.6 5-7-6 1 -10-0 Scale = 1:43.7 4x10 = 4 6.00 12 2x3 \\ 2x3 3 5 6x8 66x8 2 1 7 LU 3.6 11 1310 14 9 3x6 `. 12 3x4 = 3x6 = 3x4 = 8 1 SO 1 1 9-4-5 16-9 -3 24-3-8 2 -7 281 8 180 7.6.5 7-4 -14 7-6.5 0 4 180 Plate Offsets 2:0 -3-10 0-5-1 6:0 -0-8 0-6-10 LOADING (psQ SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.73 Vert(LL) 0.37 9-11 >724 360 MT20 2441190 TCDL 15.0 Lumber increase 1.33 BC 0.71 Vert(TL) - 0.61 9-11 >440 240 BCLL 0.0 ` Rep Stress Incr YES WB 0.41 Horz(TL) 0.05 8 n/a n/a BCDL 10.0 Code FBC2007/T1P12002 (Matrix) Weight: 113 lb FT = 00/. LUMBER BRACING TOP CHORD 2 X 4 SYP M 31 TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc pur6re. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 6-1 -11 oc bracing. WEBS 2 X 4 SYP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 8= 1428/0 -8-0 (min. 0-1- 11),12= 1428/0 -8-0 (min. 0 -1 -11) Max UplM8— 1350(LC 3),12- 1350(LC 3) FORCES (Ib) - Max. CompdMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1 -2- 1540/1064, 2- 3- 1953/1600, 34— 168811586, 4-5- 1888/1586, 5-6 - 195311600, 6- 7- 1540/1064 BOT CHORD 1 -12— 1162 /1599,11 -12- 1162/1599,11 -13- 667/1206,10 -13— 667/1206,10 -14- 667/1206, 9-114-667/11206,84-1162/11699, 7- 8- 1162/1599 WEBS 4-9- -- 436 / 539, 5-9- 347/540, 6-8=- 1036/1152, 4-11- 436/539, 3-11- 347/540, 2 -12- 1036/1152 NOTES 1) Unbalanced roof live loads have been considered for this design. 11111 B 110 /1 I� 2) Wind: ASCE 7- 05;146mph (3 -second gust); TCDL=4.2psf; BCDL=3.Opsf; h=17ft; Cat. 11; Exp C; enclosed; C-C Exlerior(2); cantilever left �/ ®� and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33 3) This truss has been designed for a 10.0 pelf bottom chord live load ntonconc llrrent with any other live loads. `This ,%� Qp;. • Ci••�i ' •� °' S 4) truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 -0-0 wide will fit �, ,•' �\ between the bottom chord and any other members, with BCDL = I O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1350 lb upGft at joint 8 and 1350 lb uplift at .; (\j $18 2 joint 12. LOAD CASE(S) Standard .O o �s T F � ar S.J V�l its I111I00 FL Cert. 6634 September 26,20 W6RMAP6.9ee d®lgrt pmerat met Rl3a1DlV0 ON 78,18 eQIVd1 INCLOD6IJr ffifTFlCR&F18 P9G& Bllr•T4T3 nee. I0-108 H&FORE PlBG Ap=valid for use only wlh Mtiek connectors. R* design Is based only upon parameters shown, and b for an Individual bulding component. p of design ppww=,enters and proper Incorporation of comport is resport�Hlly of building designer -not fins designer. Bracing town b for lateral support of trxlividual wedb ,members only. Additional temporary bracing to tare stability during construction b the resporraiblAty of fie Mae " fabrication, Additional qudlty c�hN storage, delivery, erreection and bracing. responsibility �ea18y �edq'�& 9 and general guidance 1 gdin Commpponeent �� Safety hdonnallon available from Truss Rate Instilute, 781 N. Lee Sheet Suite 312 Al. andria VA 22314. 6904 Parke East Blvd. Tampa, FL33610 -4115 Job T Tres Type Qty Ply Forbes Residence T41821 7020 131 COMMON 8 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7250 a Aug 25 2011 MITek Industries, Inc. Mon Sep 2612:49:09 2011 Pag ID:Sd gAmPWLO9grg9Yrf75z _81J- wWrtMDCePiUHZzmke9hZCZ?HC T ?gcOLE1c2D(yZm a-2-0 8 -0-0 14.8.0 168-0 a -2-0 6-2.0 6.2-0 2 -2 0 Scale = 1:28.8 4x8 = 3 8 00 12 2X3 II 2X3 11 2 4 5 1 Lij yQ' - 7 3X5 4 8 5x6 _ 6 3x5 I I 3X5 11 1 6 0 2 -2-0 8-4-0 16-2-0 18 8-0 1 8 0 0 8 6-2-0 6.10.0 1 6 0 Plate Offsets :0-3 -00-3-0 LOADING (psl) SPACING 2-0-0 CSI DEFL in (loc) Well Idd PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.08 7 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.34 Vert(TL) -0.11 7 >999 240 BCLL 0.0 • Rep Stress Incr YES WB 0.26 HOrz(TL) 0.01 6 n/a Ma BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 58 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation nuide. REACTIONS pb /size) 6= 85311 -4-0 (min. 01 8}, 8- -853!1 4-0 (min. 0-1 -8) Max Uplfft6— 970(LC 3), 8— 970(LC 3) FORCES (lb) - Max. CompJMsX Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1 -2— 529/202, 2- 3- 748/604, 3-4— 746!604, 4 -5- 529/202 BOT CHORD 1-8- 2631546, 7- 8=- 263!546, 6-7- 263/546, 5-6 - 263/546 WEBS 4-8=- 627/848, 2-8- -- 827/848 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05;146mph (3- second gust); TCDL- 4.2psf; BCDL= 3.Opsf; h=17ft; Cat. II; Exp C; enclosed; C-C Exterior(2); cantilever left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 3) This truss has been designed for a 10.0 psf bottom chord live bad nontconctirrert with arty other live loads. 111119 f t 7�0' 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft 11 ®1 between the bottom chord and any otter members. ,e�� QV 5) Provide mechanical connection (by others) of trues to bearing plate capable of withstanding 970 lb uplift at joint 6 and 970 lb uplift at joint `G•E•N 8. �,e`'O LOAD CASE(S) Standard „°� * o N( 68182 .� T F 'QJ® FL Cert. 6634 September 26,20 �MRevnac ver%deatgnpsrazodffm .dazeWiMIMolY7Hl8APM) LEUM; MWERE csaAcsem -7473 rev.xo-roSaMRSUSE. valid Pot use ordy wtth MRek connectors Thb design is based only upon parameters shown and Is for an individual building component. oP design p�ameMera and proper trrcorporaflon of componnt is resporSiitiy of building designer - not truss designer. Bradng shown ca stability daah� construction is the responsUffly of the 19k ding desigr�. For general guidance regarding on 9ua1tiY cent d, storage, delNery, erection and bracing consult AIdSUfPIi �al8y ado, DSB49 and BCSI Building Component 8904 Parke East Blvd. Sastely In}ortnaBon available from TnXV Plate lrtsttiute, 781 N. Lee Sheet Suite 312 Alexandria, VA ?2314. Tampa, FL 33810 -4115 Job Tnx s Truss Type Oty Ply Forbes Residence 7418212 70267 B COMMON 2 1 Job Reference (optioned) Chambers Truss Inc., Fort Pierce Fl. 34982 7.260 s Aug 26 2011 MITek Industries, Inc. Mon Sep 26 12:49:08 2011 Pag 10:8d-geSlmPWLOgqrgOYrf767-8U-S96P8tCDaOMQxpBY4RAKfMT6Oa8K5800?NsVmByZrr 1 -10-0 84-0 14 -10.0 168-0 1 -10-0 880 6-8.0 1 -10-0 Scale = 1:29.2 7x10 MT18H= 3 6.00 12 6x8 46x8 — 2 5 LEH1 ." 4x4 i 7 4x4 8 r = 6 1 6 0 1 1 8.4-0 14 -10.0 1 -2-0 16 8 0 1-6-0 6.6.0 6.6-0 1.6-0 Plate Offsets 2:0- 3-40 72 6 [4:0-1-4.0-2-61, :0-3-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) -0.04 7 -8 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.30 Vert(rL) -0.09 7 -8 >999 240 MT18H 244/190 BCLL 0.0 ' Rep Stns Inns YES WB 028 Horz(rL) 0.01 6 n/a n1a BCDL 10.0 Code FBC2007/rP12002 (Matra) Weight: 57 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 0o purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2 X 4 SYP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/s(ze) 65310 -8-0 (min. 0-1-8),8=853/0-8-0 (min. 0-1-8) Max Uplik6=- 927(LC 3), 8- 927(LC 3) FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1- 2- 614/28'2, 2- 3- 863!118, 3-4- -- 863/118, 4-5- 614/282 BOT CHORD 1-8--381/651,7-8--381/651,6-7--381/651,5-6--M/651 WEBS 4-6 - 672/922, 2- 8=- 672!922 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-06;146mph (3- second gust), TCDL=4.2psf; BCDL= 3.Opsf-, h-17ft; Cat. 11; Exp C; enclosed; C-C Exterior(2); cantilever left and right exposed, Lumber DOL =1.33 plate grip DOL =1.33 3) All plates are MT20 plates unless otherwise indicated. 1 J 11111 d !® 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' , % %I' QU) V �, 5) This truss has been designed for a live load of 20.Opsf on the bottom cimrd in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft ®®' tc '' �� ® between the bottom chord and any other members. e, +` ��° (,•E N ` ®s 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 927 lb uplift at joint 6 and 927 Ib uplift at joint '� ,•' �,� ° •? +00 6. • :. N 68182 •� LOAD CASE(S) Standard '" (-F �� V !!!111111 FL Cert. 6634 September 26,20 a,.. � WAR= - Ver tfy d Parmatere mrdR66D N0IM OM ffiS AM DWLIMED MnZW P" E PAGB ZW 7473 r ®. I0-WB AE 'ORIT EISS ' Desig void for use only with Mtfek connectors. Ti is design is based only upon parameters shown, and is for an �vidual fading component. Appliraciilty of design =enters and proper incorporation of component is responsblity of buldhg designer - not truss designer. Bracing shown FiTew 6 for lateral support of Individual web members only. Additional temporary bracing to trtstae stability during construcllon is the responsbllfy of the erector. Additional permanent brad of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication quality control, storage, delivery, erection and tracing, corait ANSVrP11 Quality Criteria, DSB-89 and BCSI Building Component 8804 Parke East Blvd. Safety information available from Tnrss Plate h0ute, 781 N. Lee Sheet Suite 31 2 Alexandria, VA 72314. Tampa, FL 33610 -4115 Job Trues Trues Type Oty Ply Forbes Residence T418212 70257 C COMMON 6 1 Job Reference (optional) Chambers Trues Inc., Fort Pierce R. 34982 7.250 s Aug 26 2011 MFrek Industries, Inc. Mon Sep 2612:49:10 2011 Pag ID:Sd,ge5jmPWLO9grg9Yrf75z 8IJ- OYC9ZYDUAOo7A7LwCsCoInYOTOJJZ nVShLllgzy 8-0.0 13-8.8 19-5-0 2x7.0 1 -10-0 6.2-0 6.8-8 5-6.8 6.2-0 Scab =1:45.8 4x10 = 4 &00 FIT 2x3 \\ 2x3 3 6 6x8 86x8 2 7 1 yy I OA yg " 3x6 11 13 10 14 9 3x6 12 3x4 = 3x6 = 3x4 = 8 1.64 1 1 9.9-0 17.5.0 25-7-0 1 -0 27-b -0 1.8.0 7 -11-0 7 -11-0 7.11-0 1.6-0 Plate Offsets 2:0- 3-20 -5 5 6:0-0 0 0 -6-14 LOADING (psi) SPACING 2-0-0 CSI DEFL In (loc) Well Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.41 9-11 >702 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.75 Vert(rL) - 0.72 9-11 >393 240 BCLL 0.0 • Rep Stress Incr YES WB 0.54 Horz(TL) 0.06 8 n/a nta BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 119 lb FT = 00% LUMBER BRACING TOP CHORD 2 X 4 SYP M 31 TOP CHORD Structural wood sheathing directly applied or 4-1 -11 oc purlin s. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-11 -8 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS (lb/size) 8= 1507/0 -8-0 (min. 0- 1- 12),12= 1507/0 -8-0 (min. 0 -1 -12) Max UpIM 1410(LC 3),12- 1410(LC 3) FORCES (Ib) - Max. CompJMwL Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1- 2- 165(/1125, 2 -3— 2094/1700, 3- 4- 1850/1725, 4-5- 1850/1725, 5-6- 2094/1700, 6-7 =- 1650/1125 BOT CHORD 1 -12- 1238 /1718,11 -12- 1238/1718,11 -13— 709/1286,10 -13— 709/1286,10 -14= 709/1286, 9- 14- 709/1286,8 -9- 1238/1718,7 -8- 1238/1718 WEBS 4-9=- 516/616, 5- 9- 3821594, 6- 8- 1106/1235, 4.11- 516/616, 3-11— 382/5g4, 2- 12- 1106/1235 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 05;146mph (3 -second gust); TCDL=I2psf; BCDL= 3.0psf; h=17ft; Cat. Ii; Exp C; enclosed-, C-C Exterior(2); cantilever left v� ®� and fight exposed; Lumber DOL =1.33 plate grip DOL =1.33 `o0- ®� (� P ,E 3) This truss has been designed for a 10.0 psf bottom chord Iive bad noncorxwrrent with arty other live bads. ' designed for live load 20.Opsf bottom in ®s® O • N *,*\G `S ° • 'i 3-6-0 tap by 2 -0-0 fit 4) This truss has been a of on the chord all areas where a rectangle wide will ,• between the bottom chord and any other members, with BCDL = 10.0psf. • •; 6 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1410 lb uplift at joint 8 and 1410 lb uplift at N * e• 68182 joint 12. LOAD CASE(S) Standard o •• :� F . °��; t� 1 ® itto11110% FL Cert. 6634 September 26,20 ® WAWRMi - Vero d=19APm=mdem mad READ NOTES ON7 S MM nWLfB)ED WrMCRBF=2WEPAGEM7 7473 n w 10-108 BEFORE USE n vald for use orgy with Mffek connectom fis design Is based only upon parameters shown and s for an hldlvidual building component. Design y of design =pca,enters and proper Incorporation of component s responsiblily of building designer -not truss designer. Bracing shown Nek s for lateral support of I1dlvlduai web members ony Additional temporary brac inng to froze stability durinta construction s the respons9b01Hy of the erector. Additional permanent bra of the overall structure s the responsibility of the bulc&V designer. For general guidance regarding fabrication quality control, storage, delivery, erection and bracing, consAt ANSKPIt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inf mallon available from Truss Plate Institute, 781 N. Lee Sheet Suite 31 2 Alexandria, VA 22314. Tampa, FL 33610 -4116 Job Tnas Truss Type Qty Ply Forbes Residence T4182126 70257 D1 COMMON 1 1 Job Reference o Iona) Chambers Truss Inc., Fort Pierce Fl. 34982 7250 s Aug 25 2011 Mffek Industries, Inc. Mon Sep 26 12:49:112011 Pag ID:8d -ge5jmPWL09grg9Yrf75z H-4ZEo2elPFahL59NQyZm 1 -10-0 8-0-0 138.8 19-5 -0 25-7-0 260 -0 1 -10-0 6-2-0 5.8-8 5-" 6.2-0 Scale =1:45.4 4x10 = 4 6.00 12 2X3 \\ 4X4 3 5 10x10 4* 6x8 6 2 1 I� a 3X6 10 12 9 13 11 8 7 30 = 3X6 = 3x4 = 1$01 1 9-9-0 17-8.0 25.7-0 25rj -0 1 8 0 7 -11-0 7 -11-0 7 -11-0 Plate Offsets 2:0-3 -2 0-5 6:Ed 0-7 LOADING (pall SPACING 2-0-0 CSI DEFL in (loo) Vdefl Ud PLATES GRIP TOLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.30 8-10 >953 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.77 Vert(rL) -0.53 8-10 >537 240 BCLL 0.0 ` Rep Stress Incr YES WB 0.66 Horz(TL) 0.06 7 rda Na BCDL 10.0 Code FBC2007/rPl2)M (Matrix) Weight: 128 lb FT = 00% LUMBER BRACING TOP CHORD 2 X 4 SYP M 31 `Except` TOP CHORD Structural wood sheathing directly applied or 4-1 -11 oc purfins, except 4-6: 2 X 4 SYP M 30 end verticals. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-8-12 oc bracing. WEBS 2 X4 SYP No.3 •Except• WEBS 1 Row at midpt 5-7 6-7:2 X 6 SYP Not Mrrek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation nuide. REACTIONS (Iblstze) 11= 1517/0 -8-0 (min. 0- 1 -13), 7= 1371/0 -8-0 (min. 0 -1 -10) Max Horz 11=64(LC 3) Max Upliftl l— 1425(LC 3), 7- 1153(LC 3) FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1 -2— 1669/1144, 2- 3- 2108(1717, 3- 4=- 1 8 6 411 742, 4- 5- 1958/1822, 5-6= 967/989, 6-7=- 672(767 BOT CHORD 1- 11- 1254 /1731,10 -11- 1318/1731,10 -12= 793/1302, 9-12— 79311302, 9- 13- 793!1302, 8-13--79311302,7-8--1393/1814 WEBS 4-8— 6231 121, 5-8-- 411 /829.4 -10=- 501/607, 3-10— 391/802, 2- 11- 1095/1229, 5- 7- 1242/810 \tit /lf / / /B,I ® ® ®�` U 1 N VF '. NOTES Unbalanced roof live loads have been considered for this design. ®�PQ (;•EN • ° �� 2) Wind: ASCE 7 -05;146mph (3- second gust); TCDL -4 2psf; BCDL=3.0psf; h=17ft; Cat. 11; Exp C; enclosed; C -C Exterior(2); cantilever left ; ' �\ and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 o 3) This truss has been designed for a 10.0 psf bottom chord Ike load nloncorc urrent with any other live bads. ° N 6 81 8 2 4) ` This truss has been designed for a five load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 -0-0 wide will fiC between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1425 lb uplift at joint 11 and 1153 lb uplift at e joint 7. :'13 '. T F 1Cl • LOAD CASE(S) Standard ° .(� P •: �� ®4 `\ 1 F—FL Cert. 6634 September 26,20 1P9RAI1Ndi' - Bed deetge par=w* to mid READ A02M ON 2M ARID DJCLUDED MEW REFERENTEPAGEM 7473 tw. 19-108 BEFORE nos .. ,.° rd:, and is for on IndMdual butting component. of building desigr� - not tnss designer. Bracing shown �k� stability du� construction is the respordbiltty of the Ay1il ew rding designer. or general guidance regarding tor qualHy control, store, detivery, erectton and bracing corffiult AR4SIRM1 �rd8y Criteria. DSB•89 and BCSI Building Component 8904 Parke Fiat Blvd. Satefy Intorrna�n avalabie from Truss Plafe Ursttute, 781 N. Lee Sheet SuRe 312 Alexandria VA 22314. Tampa, FL 33810.4116 Job Tn Truss Type Qty Ply Forbes Residence 7418212 70257 D2 COMMON 6 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7250 s Aug 25 2011 MITek Industries, Inc. Mon Sep 26 12:49:12 2011 Pag ID: 8d-ge5jmPWLOgqrg9Ydnz_ 8I J- KxKw_ EFkldsrQRVJJHEGgCdnaCLIOlsNan 7gNsyZm 6.60 12 -2.8 17 -11-0 24 -1-0 2 6.2-0 5-8.8 6.8-8 6.2-0 4x10 = Scale =1:44.5 4 6.00 12 2x3 \\ 2x3 3 5 3x4 2 63x4 3x4 � 3x4 1 7 � Ig 10 11 9 12 8 4x8 II 3x4 = 3x6 = 3x4 = 4x8 II 8.3-0 16-2-0 24-1-0 2 7 -11-0 7 -11-0 7 -11-0 Plate Offsets 1:0 -3-8 E e [70-5-5,Edael LOADING (psf) SPACING 2-0-0 CSI DEFL in (hoc) Well Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.62 Vert(LL) - 0.19 8-10 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.42 Veft(rL) - 0.32 8-10 >908 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.66 Horz(TL) 0.07 7 n/a n1a BCDL 10.0 Code FBC2007/rPI2002 (Matrix) Weight: 121 lb FT = 00% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-11-0 cc purfins. BOT CHORD 2 X4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-9 cc bracing. WEBS 2 X4 SYP No.3 Mrrek recommends that Stabilizers and required SLIDER Left 2 X 4 SYP No.3 3-5-8, Right 2 X 4 SYP No.3 3-5-8 Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS Obisize) 1- 140603.8 (min. 0- 1 -11), 7= 1408/0 -3-8 (min. 0 -1 -11) Max Uplift!— 1186(LC 3), 7- 1186(LC 3) FORCES (Ib) - Max. CompJMax. Ten. - All foross 250 (Ib) or less except when shown. TOP CHORD 1 -2— 2288/1857, 2 -3— 2059/ 1877, 3-4— 2034/1902, 4-5— 2034/1902, 5-6= 2059/1877, 6-7-2285/1857 BOT CHORD 1- 10=1411/1893,10 -11— 798/1376, 9-11— 798/1376, 9.12 - 798/1376, 8-12- 79811376, 7- 8- 1411/1893 WEBS 4-8--6311729, &8-426/647,4-la=-631/729,3-10-428/647 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 06;146mph (3- second gust); TCDL -4 2W; BCDL= 3.Opsf-, h=17ft; Cat, 11, Exp C; enclosed; C-C Exterior(2); Lumber 111 t 11® ®g ®gl DOL=1.33 plate grip DOL =1.33 ��011 QV N 3) This truss has been designed for a 10.0 pelf bottom chord live load nonooncurrent with any other live loads. , P, 4) • This truss has been designed for a five load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tan by 2 -0-0 wide will fit ��� Q C. • E N �' , ' `S °•? °° between the bottom chord and arty other members, with BCDL = 10.Opsf. �� �,� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1186 lb uplift at joint land 1188 lb uphill at joint 7. e N 68182 y � LOAD CASE(S) Standard r �-Da ;fie e O" T ®F .o a �lllilll ®1® FL Cert. 6634 September 26,20 - _ 1. AWMAMM; i.-7 d fgap...d.midMWIII MIMONMNAMI= WB DWIMIrREPEREWSPAOEraa -7473r®.1008BEPOREt= veld for use only wHh Mliek canrnectors hits design is tweed only upon parameters shown and is for an individual btAding component. of design pp��amenters and proper hncorporatbn of componnent Lv responsl�IHy of butdng designer - not truss designer. Bracing shown If laterstability during construc ion is the responsibOlHy of the �� �� tor. di ng designer. For general guldanoe regarding ew ca4on quality control, storage, delNery, erection and brac(ng cortsadt APISI/rPll 9ual9y Qffeda, DSB-89 and BCSI Building Component 6904 Parini East Blvd. Safety Intonnaflon avalabte from Truss Rate hnslifute 781 Id. Lee Sheet Sufte.312 Alexandria VA 22314. Tampa, FL 338104115 Job T Trams Type Qty Ply Forbes Residence T4182128 70257 D3 COMMON 1 1 Job Reference o tonal Chambers Truss Inc., Fort Pierce n. 34982 7.250 s Aug 25 2011 M rek Industries, Inc. Mon Sep 2612:49:12 2011 Pag ID: 8d-ge5jmPWL09grg9Yrt75z_ 81J- KxKw_ EFkkIwORVJJHEGgCdk _COtlsVow?ghrsyZm 1 -10-0 8-0-0 13-8.8 19-5-0 25 -7-0 2501-0 1 -10-0 6-2-0 5-8.8 5-8-8 6.2-0 Scale = 1:45.4 4X10 = 4 6.00 FIT 2X3 \\ 4x4 3 5 10x10 SK9 6 2 1 jV d 3x6 i 10 12 9 13 8 11 3x4 = 3x6 = 3x4 = 7 1 6 0 1 1 &9-0 17-8.0 25-7-0 2 1-0 1 -6-0 -0 7 -11-0 7 -11-0 7 -11-0 Plate Offsets 2:0-3 -20-5 6:E o-7 -5 LOADING (psD SPACING 2-0-0 CSI DEFL in (bc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.30 8-10 >953 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.77 Vert(rL) -0.53 8-10 >537 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.66 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 126 b FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 4-1 -11 oc purtins, except 4-6:2 X 4 SYP M 30 end verticals. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-8-12 oc bracing. WEBS 2 X 4 SYP No.3 - Except' WEBS 1 Row at midpt 5-7 6-7:2 X 6 SYP No.2 MIITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation aulde. REACTIONS (lb /size) 11= 1517/0 -8-0 (min. 0- 1 -13), 7= 1371/0-8 -0 (min. 0 -1 -10) Max Horz11=64(LC 3) Max UpIHtl1- 1425(LC 3), 7- 1153(LC 3) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1 -2— 1669/1144, 2 -3— 2108/1717, 3- 4=- 1 8 6 411 742, 4-5— 195811822, 5.6— 967/989, 6- 7- 6721767 BOT CHORD 1 -11- 1254/ 1731,10 -11=- 1318 / 1731,10 -12= 793(1302, 9- 12- 79Wl302, 9-13= 793/1302, 8-13-793/1302,7-8-11393M814 WEBS 4-8--623f721, 5-8--411/629,4-10-501/607, 3-10-391/602, 2- 11- 1095/1229, 5-7- 1242/810 v N ��( 1N) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE 7- 05;4mph (3- second gust); TCDL=42psf ; C .Opf h1ft; Cat. II; Exp C; eclod; 1,®e(�PQ, . • • . • • ®!' C C Exier(2); crtit ® \ ' N � S�` °• o+"® and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 • 3) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with arty other live bads. • 6 81 8 2 ®� 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectantgle 36-0 tall by 2 -0-0 wide Will fib° * = between the bottom chord and any other members, with BCDL = I O.Opsf. 5) Provide mechanical connection (by others) of trues to bearing plate capable of withstanding 1425 lb uplift at joint 11 and 1153 Ib uplift at s o joint 7. : 9 �, T F LU LOAD CASE(S) Standard w 0 0 . s IlBllll// FL Gent. 6634 September 26,20 .. ®W - Verftdastgnpa r&= dvmmidREEDMOTTa' 4ONI =ArmIMUMPDM(T:KREFEREAVEPAGEZW -7473 rte. 10- 10BBEFORELASE, ° ppeew� vald for use only with MRek connectors Thb desfgrt 4a based Drily upon parameters shown and Is for on bxlMdud buildng component. ApplhxrbAHy of design pp��amentera and proper tncorporaHon of component is responsbliy of buldng designer - not truss designer. Bracing shown to for laterd ssuupppat of trXtivldud web members ordy AddiMorwl temporary bracing to trrs<ue stability during construction is the responsbl0ly of ff,* erectw. Additfald permanent brac�y of the overdl struchue Lv the r lY of the building designer For generd guidance regarding Raw fabrkxrilon qudNy conhd, storage delNery, erection and Lvadng coruult ANSIIrPII QrralHy QHetta, DS &89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatbn available from Truss Plate h>YStHute, 781 N. Lee Sheet Suite 312 Alexandria VA 22314. Tampa, FL 33610 -4115 Jab Truss Truss Type Qty Ply Forbes Residence T41821 70257 GRA COMMON 1 2 Job Reference o knnal Chambers Truss Inc., Fort Pierce R. 34982 7.250 s Aug 25 2011 MITek Industries, Inc. Mon Sep 2612:49:14 2011 Pag ID: 8d-geSjmPWL09grg9Yrt75z-. 81J- HJSgPWG_EE6ZfldhRiHkvdr/f ?t SVr?SNJJpZIyZm 6.10-0 _�_ 91 --0_ 6.100 4X8 = Scale = 1:27.6 2 5X6 6.00 12 3 g�g di 1 6 7 8 5W_9 5x8 = 4 3x10 11 3X10 11 6.10-0 9 1 0 6.10-0 2 3 0 Plate Offsets 1049083 1:00301 -11 5038030 LOADING (psi) SPACING 2-0-0 CSI DEFL in (bc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) 0.15 1 -5 >677 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.33 BC 0.96 Vert(TL) -0.19 1 -5 >650 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.34 Horz(rL) 0.00 4 n/a Na BCDL 10.0 Code FBC2007/rP120= (Matrix) Weight: 104 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins, except BOT CHORD 2 X 6 SYP Not end verticals. WEBS 2 X4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEDGE Left: 2 X 6 SYP No.3 REACTIONS (Ib/size) 4= 1784/Mechanical, 1= 2223/0 -8-0 (min. 0.1-8) Max Horz 1= 368(LC 3) Max UpII t4- 1586(LC 3),1- 1895(LC 3) FORCES (Ib) - Max. CompJMex. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1- 2- 1594/1225, 2- 3- 1405/1256, 3-4-- 229112043 BOT CHORD 1-6=- 1183/1307, 6- 7- 1183/1307, 7- 8- 1183/1307, 5-8- 1183/1307 WEBS 2-5=- 322/868, 3-5- 2038/2223 NOTES 1) 2-ply truss to be comected together wdh 10d (0.131°x3°) nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 o0- Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. IN Webs connected as follows: 2 X 4 -1 row at 0-99 -0 oc. ''' ........ 2) All loads are considered equally applied to all plies, except if noted as frond (F) or back (B) face in the LOAD CASE(S) section. Ply to ply ,`® gyp` E N g connections have been provided to distribute only bads noted as (F) or (B), unless otherwise indicated. 0 5 °, • G 3) Unbalanced roof live loads have been considered for this design. • 4) Wind: ASCE 7 -05;146mph (3- second gust); TCDL=42psf; BGDL--3.Opsf; h=17tt; Cat. II: Exp C; enclosed; C-C Exterior(2); cantilever left® , N ( 68182 and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 5) This truss has been designed for a 10.0 psi bottom chord live bad noncorrcurrerd with arty other live bads. 6) ' This truss has been designed for a five load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fic between the bottom chord and any other members. ° 7) Refer to girders) for truss to truss connections. : '. T F 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1586 lb uplift at joint 4 and 1895 lb uplift at ®® ° °.t� �P'.` ®® joints. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1246 lb down and 1078 lb up at ��, s ` ° 1 f? ��, °�� 1 -7 -12, 605 lb down and 457 b up at 3 -7 -12, and 605 lb down and 457 lb up at 5 -7 -12, and 605 lb down and 457 lb up at 7 -7 -12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular: Lumber Incmase=1.33, Plate Increase=1.33 F FL Cert. 6634 September 26,20 Continued on page 2 -. AA, wA m - vim% dig. pm..d. rmd mmD Ko7ss ox ms AND mcLuDED WffX M ERRAIM PAGE AN 7473 x+®. 10-V8 BSFORE rISIT o De��n valid far u� only with MRek carnectora ibis design is based oNy upon parameters shown and is for an Individual building component. pl i dly suofppdoerdtgn pcxamualtweb members orgy Addfflonal temporary tLva fns�ue stabocluing d� onstruoc6� the r�espo Bracing fly oottre erector. Addlflonal permUxilvanenid t brac�g of the overdl shuchae Is tha respore�IlHy of the buiding designer or general guidance regarding fabr�ation gtwlily «xrhol, storage, delivery, erection and �achg cronsuit APISI/fPl1 AualBy Crfteda, DSB-89 and S31 Budding Component 6904 Parke East SW. Safety Informatlon wa0able from Truss Bate htslitule, 781 N. Lee Sheet Suite 312 Alexandria VA 22314. Tampa, FL 33610.4115 Job 70257 Tears GRA Truss Type COMMON Qty i Ply 2 Forbes Residence T4182129 Job Reference o Tonal Chambers Truss Inc., Fort Pierce Fl. 34982 7250 s Aug 25 2011 Mrrek Industries, Inc. Mon Sep 26 12:49:14 2011 pegs 2 ID:8d -ge5jmPWL09grg9Yrf75;- l J- HJSgPwG_ EE6BkfhRiHkvdrlf ?1SVr?SNJJpzlyZm p LOAD CASE(S) Standard Uniform Loads (pif) Vert: 1-2-90, 2-3--90, 1-4-- 20 Concentrated Load (m) Vert: 6-1246 7 -605(F) 8-605(F) 9---605(F) ,,�,rr®u0etaaaaaat N 68182 a• •4 O0 1 a `OitlltNe�® FL Cert. 6634 September 26,20 ....,,.., . WA , MMig- Y.-& d.tsrc pm= aatemOmarRMDX07MoMn =dllmn+rccrMEDMrMKIUWMU BPAMM7-7473rw 10- 108MWOREUM MAW Design valid for use only with MQek connectors, This design is Lased only upon parameters shown, and is for an Individual btAding oomporkent. =Ica�Hy of design=p�,enters and proper hoorporation of component Is responsibility of bolding designer - not truss designer. Bracing shown ®ss b f� latI ss��por� of Individual web members only. Additional temporary bracing to true stability during construction Is the responsibOg1y of the c6 erector. Additional permanent brag of the overdl shcxhae Is the responati�tiBy of the building designer. For general guidance regarding fabri ation, quall y confu storage, delIvery, erection and bracing, corwJt ANSI /tpll 9uN(hy CrBeda DSB-89 and BCSI Building Component 6904 Parke East BW. Safety IMormallon avatiable from Truss Plate Urstttute, 781 N. Lee Sheet Suite 312, Alexandria VA 22314. Tampa, FL 398104115 Job Truss Truss Type Qty Ply Forbes Residence T41821 70257 V4 VALLEY 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.250 a Aug 25 2011 MITek Industries, Inc. Mon Sep 26 12:49:15 2011 Pag ID:Sd geSjmPWL09grg9Yrt75z_ 81J- IW02cGHd? YEQHuDu _QozSgFOaPZUENUEez3MWByZm 2.0.0 4.40 2.0.0 2-0-0 3 = Scat = 1:7.8 2 6.00 12 3 1 OEM 30 IN= NMI 30 4-0-0 4-0-0 Plate Offsets (2:0-3-O.Edool LOADING (ps!) SPACING 2-0-0 CSI DEFL in (loc) Wall Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.19 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.14 Vert(TL) n/a r1/a 999 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Ho¢(rL) -0.00 3 We n/a BCDL 10.0 Code FBC2007frP12002 (Matrix) Weight: 11 1b FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation aulde. REACTIONS (lb/size) 1= 152/4 -0-0 (min. 0-1-8),3=152/4-0-0 (min. 0-1 -8) Max Uplift1— 190(LC 3), 3- 190(LC 3) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE 7-05;146mph (3- second gust); TCDL -4.2psf; BCDL= 3.Opst; h=17ft; Cat. 11; Exp C; enclosed; C-C Exterior(2); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members. ,111111 I 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 1 and 190 lb uplift at joint ®�PQV, �� 3. ®1 G•E ON LOAD CASE(S) Standard ` � a N 68182 T OF •�4J 4 0 do tJV 'if itee /l° FL Cert. 6634 September 26,20 ,"PWM _ WARMIM - a.'it}I d.1sr+P...d. dREA611 I ON MIS AND nWLEKDSD MTRKREFERENCE'PAGRMlI.7473 rte. 10-'08 BEFORE USE. Design valid for use only with MiTek connectors. Thb design is based only upon parameters shown, and Is for an Individual building component. Appficabllliy of d pp�c�amenters arm proper trx orporatlon of component Is re�or�9ity of bu6d(ng designer -not iris designer. Bracing shown b for lateral of hdlvidual web members only. Additional temporary bracing to hrstue stabltiy durfig cor�shuction b the respor UUiy of the Few erector. Additional permanent brag of the overdl struchue is the respor iHfly of the bu0dtrig designer. For general guidance regardU�g -- P— fabrication qumnY control, sForage, delivery, �ecflon and �adng corffiult ANSI/I PIl �rdHy CrBeda. DSB 84 and BC31 Butld(ng Component 8804 Parke East Blvd. Safety InfortnaHon avaUable from Truss Plate trBtlfute, 781 fd. Lee Sheet Sufre 312 Alexandria VA 22314. Tampa, FL 33610 -4116 70257 7.250 s Aug 25 2011 Mfrek Industries, Inc. 4-0-0 8.0-0 4-0-0 4-0-0 4x4 = 3x4 i 31M 3x4 T41 Scale- LOADING (psi) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/fP12002 CSI TC 0.74 BC 0.19 WB 0.11 (Matrbc) DEFL in Vert(LL) n/a Vert(TL) n/a Horz(TL) 0.00 (loc) Vdefl Ud n/a 999 n/a 999 3 n/a n/a PLATES GRIP MT20 2441190 Weight: 25 lb FT = 00% LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfin s. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10.0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 Mrrek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 1= 192/8 -0-0 (min. 0-1-8),3=11920-0-O (min. 0-1-8),4-_360)S4)-0 (min. 0-1 -8) Max Upliftl=- 256(LC 3), 3- 256(LC 3), 4- 329(LC 3) FORCES (Ib) - Max. CompJMsx. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-4-2761355 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 05;146mph (3 -second gust); TCDL=420; BCDL= 3.0psf; h=17f ; Cat. 11; Exp C; enclosed; C-C Exterior(2); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 pal bottom chord live load nonlcontc urrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tan by 2-0-0 wide will ft between the bottom chord and any other members. 111111111 6) Provide connection (by others) of truss to bearing plate capable of withstanding 256 lb uplift at joint 1, 256 lb uplift at joint 3 oil ®,0-v j � I I 0P,. a � iV 68182 a .. m = -0 � ® %. 1111 LOAD CASE(S) Standard I FL Cent. 6634 September 26,20 11 WRONAMiami -11, .- ® WAMM - eat d�tp p.. *. med RMD iWIM OM nU APM RvUEWJ D WTMRWRRB1W8 PAGS797 -7473 r . 20-108 RRFORI'. US6. Design v�a�_ld� for use only with Mffek connectors. fib design Is based only upon parameters shown, and Is for an bWMldual building component. lloa lty of design =enters and proper Incorporalon of component is responsibility of building designer -not truss designer. tracing shown ffil l a for lateral support of Individual web members only. Additional temporary bracing to insure stablily during construction is the resporffiIIHy of the I erector. Additional permanent broc�g of the overall siruchre is the respor� lily of the bolding designer. For general guidance regarding cwsw m gwroaVL fabrkoilon, quality control, storage, delWery, erection and bracing, consult ANSI/I Ptl Qualify CrBeria, DSB-89 and DWI Building Component 6904 Parke East Blvd. Safety Wbmw Bon avolable from Truss Plate Institute, 781 N. Lee Street Suite 312 AlexarxUla CA 22314. Tampa, FL 33810 -4115 Job T Truss Type Qty Ply Forbes Residence T4182132 70257 V12 VALLEY 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7250 s Aug 26 2011 MITek Industries, Inc. Mon Sep 2612:49:14 2011 Page ID: 8d-ge5jmPWL09grg8Yrf 75z_ SIJ- HJSgPwG_ EE6ZfkfhRiHkvdM ?7RVuYBNJJpzlyZm 6.0.0 12-0.0 6.0.0 Scale = 1:21.6 7x10 MT18H= 2 6 00 12 3 1 3x8 2x3 I1 3x8 2-0 -0 1 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.98 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.51 Vert(TL) n/a n/a 999 MT18H 244/190 BCLL 0.0 • Rep Stress Irxr YES WB 0.17 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 39 lb FT = W. LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bfadng. OTHERS 2 X 4 SYP No.3 MI-Tek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 1= 252/12 -0-0 (min. 01-8),3= 252M2-0-0 (min. 0 -1 -8), 4= 680/12 -0-0 (min. 0-1 -8) Max Upliftl— 271(LC 3), 3— 271(LC 3), 4— 642(LC 3) Max Grav 1=263(LC 4), 3= 263(LC 5), 4=68D(LC 1) FORCES (Ib) - Max. Comp./Max. Ten. - All forte 250 (Ib) or ass except when shown. WEBS 2-4- -- 494/574 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05;146mph (3- second gust); TCDL- 12psf; BCDL=3.Opsf; h=17ft; Cat. II; Exp C; enclosed; C-C Exterlor(2); cantilever left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 3) All plates are MT20 plates unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. p p p p t ®t t 6) ' This truss for load � on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ftt ® ® ®PQU, N. I /�z'P b s the bottom chord and erry other ambsrs. ®si ®,, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 271 lb uplft at joint 1, 271 m uplift at joint 3 `e ® • .......... and 642 lb uplift at joint 4. e s LOAD CASE(S) Standard N 68182 :9° T F ',/ J. inotptp® r FL Cert. 6634 September 26,20 ,,µ, ®W ' - Irer d�srgn pm�dera medltFiti N07�S OAr 7H/6 ARm AJCL[IDSD REPSREMCS PEGS ldrl 74Td r®. 10-US BEFORE UM Dellg valid for use only wish Mlfek connectors. This design Is based only upon parameters shown, and 5 for an Bxiividual building component. - Mloobiitiy of design parQan�ters and proper Incorporatkm of component Is responsibility of building designer -not truss designer. Bracing shown 4a for lateral support of trtdfvld wecb�mgembers only. Additional temporary bracing to lose stability during conshuction Is the responslbOlHy of the fdxlcoff m Additional ality permanent alsfaage, delta of the overall shchre Is the respordblIfty of the building erection and b rocing, consdt AANSKPII Aual � DS For 89 and 8=1 Building Component W0u a Sam Parke East Blvd. Safely Information available from Truax Plate Institute, 781 N. Lee Street Suite 312 Alexandda, VA 22314. Tampa, FL 33610 -4116 Job Tams Truss Type Qty Ply Forbes Residence T4182133 70257 VA VALLEY 1 1 Job Reference Tonal Chambers Truss Inc., Fort Pierce FI. 34982 7250 s Aug 25 2011 MiTek Industries, Inc. Mon Sep 26 12:49:16 2011 Pag ID:8d ge5jmPWL09grg9Yrf75z_ 81J- DbaQgclFmsNHu2o4Y7JC _2oXopuRzgkNrdo%"Zm 2-4.8 4 -7-8 2-4-8 2-3-0 U8 = Scale = 1:8.7 2 8.00 FT 3 1 3x4 3x4 4 -7-8 4.7-8 Plate Offsets f2:0-3-0,Edael LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 029 Vert(LL) n/a n/a 999 Mr20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 022 Vert(TL) n/a n/a 999 BCLL 0.0 • Rep Stress Inca YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2W71rP120W (Matrix) Weight: 13 lb FT = 0°% LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 4-7 -8 oc purlins. BOT CHORD 2 X4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be [Wailed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS Ob/size) 1=193/4 -7-8 (min. 0-1-8),3=193/4-7-8 (min. 0-1 -8) Max Upliftl —242(LC 3), 3— 242(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. - All fords 250 (Ib) or less except when shown. TOP CHORD 1- 2- 205/285, 2-3--206M NOTES 1) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE 7- 05;146mph (3- second gust); TCDL -4 2psf: BCDL=3.0psf; h=17ft; Cat. 11; Exp C; enclosed; C-C FAerior(2); cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 4) This trues has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tag by 2 -0-0 wide will fit between the bottom chord and any other members. IN 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 242 lb uplift at joint 1 and 242 lb uplift at joint ,a PQV 3. LOAD CASE(S) Standard N 68182 rr .� ° T F % tto► FL Cert. 6634 September 26,20 .:� .. W9RRQNG - 9.-O desrga par..t. d READ NO7ffi ONT Nil 6ND INCLUDED RITTIRKRUPEREWEPAGEMIT 7473 rev. 710- 08 8EFORB U88. - pD��Iggn valid for use oNy wtth Mlrek connectors TNa design La based aNy upon parametersshown and is for on lrtdlvldud building component. AppticabilHy of design pprraaamenters and proper incorporation of component W resports&�Biy of building designer -not truss designer. Waring shown b for laterd ssuuppppoort of IndWtdud web members only. Additional temporary brat ng to truure stablitiy d oonstrucilon Ls the respor�nlfty of tite M6 e� erector. Additiond permanent bra of lire overdl siruchae W the resport�iltiY of the buildng dedw- or general guidance regarding fdxication 9udtiY contrd, staage, delWery, erection and bracng consult ANSUfPIt QudBy <16eda, t1,SB-89 and BCSI Building Component 8904 Parke Esst Blvd. Safely Infomna4on available from Tn�ss Plate Utistitute, 781 N. Lee Street SuBe 312 Alexandria VA 22314. Tampa, FL 33810.4115 Job 70257 4-4-8 67-8 4-4-8 2-3-0 4x4 = T41 26 12:49:16 2011 N Y Scale - LUMBER BRACING TOP CHORD 2 X 4 SYP N0.3 TOP CHORD BOT CHORD 2 X 4 SYP No.3 WEBS 2 X 4 SYP N0.3 BOT CHORD OTHERS 2 X 4 SYP N0.3 REACTIONS (ib/size) 1= 200/6 -7-8 (min. 0 -1 -8), 4= 10316-7 -8 (min. 0-1-8),6--342f6-7-8 (min. 0-1 -8) Marc Horz 1= 120(LC 3) Max Upliftl— 256(LC 3), 4- 180(LC 3), 5— 331(LC 3) FORCES (lb) - Max. CompJMax. Ten. - All forte 250 (Ib) or less except when shown. WEBS 2- 5- 264/355 Structural wood sheathing directly applied or 2 -2-0 oc purgns, except end verticals. Rigid ceiling directly applied or 10-0 -0 oc bracing. t Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 06;146mph (3 -pond gust); TCDL -4 2pst BCDL= 3.Opsf, h =17ft; Cat. 11; Exp C; enclosed; C-C Exterior(2); cantilever left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live bad nonooncurrent with any other live loads. `i 111111111 Br 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tag by 2 -0-0 wide will fit e, ®s between the bottom lord and any other members. e`® QV. �� '®,' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 256 lb uplift at joint 1,180 m uplift at joint 4 ®� %* �Q p,. `'c........ ��°� imp and 331 m uplift at joint 5. �, �` •. LOAD CASE(S) Standard N o 3x4 G 67-8 2x3 11 2x3 11 67.8 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Well Idd PLATES GRIP TOLL 30.0 Plates Increase 1.33 TC 0.93 Vert(LL) n/a rJa 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.18 Ven(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Inrx YES WB 0.11 Horz(TL) 0.00 r✓a rl/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 23 m FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP N0.3 TOP CHORD BOT CHORD 2 X 4 SYP No.3 WEBS 2 X 4 SYP N0.3 BOT CHORD OTHERS 2 X 4 SYP N0.3 REACTIONS (ib/size) 1= 200/6 -7-8 (min. 0 -1 -8), 4= 10316-7 -8 (min. 0-1-8),6--342f6-7-8 (min. 0-1 -8) Marc Horz 1= 120(LC 3) Max Upliftl— 256(LC 3), 4- 180(LC 3), 5— 331(LC 3) FORCES (lb) - Max. CompJMax. Ten. - All forte 250 (Ib) or less except when shown. WEBS 2- 5- 264/355 Structural wood sheathing directly applied or 2 -2-0 oc purgns, except end verticals. Rigid ceiling directly applied or 10-0 -0 oc bracing. t Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 06;146mph (3 -pond gust); TCDL -4 2pst BCDL= 3.Opsf, h =17ft; Cat. 11; Exp C; enclosed; C-C Exterior(2); cantilever left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live bad nonooncurrent with any other live loads. `i 111111111 Br 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tag by 2 -0-0 wide will fit e, ®s between the bottom lord and any other members. e`® QV. �� '®,' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 256 lb uplift at joint 1,180 m uplift at joint 4 ®� %* �Q p,. `'c........ ��°� imp and 331 m uplift at joint 5. �, �` •. LOAD CASE(S) Standard N o 68182 --33° T 44/: FL Cert. 6634 September 26,2C WARM=- Ver% design paraadda and READ ROM Oro MS BIRD n CLVDJW MffW REFERENCE PAGE mD -7473 r+®. 10-WB BEFORE UM -.. ". Ded vaUd for use oNy with Mrrek oonnectors. This design is based only upon parometersshown and is for an lndMducd bLddhrg component. AppllccabOhy of dedgn pp��amenters and proper htcorporallon of component is respon*41 y of bu8dhrg designer - not truss designer. &acing shown b for laterd support of hrdividami web members only. Additional temporary bracing to In are stability du leg constnmilon is the responsibilliiy of the erector. AddMond permanent bracing of the overall sh xlure is the respons billty of the bu➢dhrg designer. For general guidance regarding fabrication quality control, storage deiMery, erection and bracing, consult ANSI/rPll 9uallty CrOoda, DSB-89 and BCSI BuAding Component 6904 Parke East Blvd. Safety Info m Wn ovallabte from Tnm Plate h Ak te, 781 N. Lee Sheet Suite 312 Alexandria VA 22314. Tampa, FL 336104116 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are Indicated. Dimensions are in ft- In- sixteenths. 6-4-8 dimensions shown in ft-in -sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides of truss 1. Addffiond stability bracing for truss system, e.g. and fully embed teeth. diagonal or X- bracing, , is always ays required. See BCSI. 2. Truss bracing must be designed by an engineer. For 2 3 TOP CHORDS wide truss spacing, individual lateral braces themselves may require bracing, or alternative T,1, or ElIminator T bracing should be considered. c1-2 C2-3 3. Never exceed the design loading shown and never inadequately braced trusses. O Oc Z Nq stack materials on 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U = desi gner, erection supervisor, property owner and plates 0-1V from outside a- U all other Interested parties. edge Of truss. 0 p 5. Cut members to bear tightly against each other. ci-e co-7 cs-a BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 Joint and embed fully. Knots and wane of Joint - required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. `Plate location details available in Mrrek 20/20 Software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant preservative treated or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETTERS. 10. Camber Is a non - structural consideration and Is the 4 x 4 width measured perpendicular responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are minimum plating requirements. LATERAL BRACING LOCATION [CC-ES Reports: 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that Indicated by symbol shown and /or ESR -1311, ESR -1352, ER -5243, 9604B, specified. by text In the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purtins provided at output. Use T, I or Eliminator bracing NER -487, NER -561 spacing Indicated on design. if indicated. 96110,84-3Z 96-67, ER-3907,9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, ff no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MITekO All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint ®� � number where bearings OCCUr. 17. install and Toad vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPl1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone is not sufficient. DSB -89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20. Design assumes manufacture In accordance with Guide to Good Practice for Handling, Fs®dyyER I-,® PERFOR l" ANSI/TPI 1 Quality criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: Ml1 -7473 rev. 10-108